road marketfed BOQ.xlsx

	A	B	C	D	E	F
1	SCHEDULE OF WORK - CONSTRUCTION OF ROAD FOR THE PROJECT AT KOTTAYAM
2	Tender Inviting Authority: Kerala state co operative marketing federation Ltd
3	Contract ID: Marketfed/CL/04/2026
4	Name of the Bidder/ Bidding Firm / Company :
5	PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be send after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and rate only)
6	SL NO	DESCRIPTION	QUANTITY	Unit	RATE (Including GST)	AMOUNT ( Including GST)
7	1	Clearing Grass and Removal of Rubbish - Clearing grass and removal of rubbish upto a distance of 30m outside the priphery of the area as per technical specification Clause 200.1	1350.00	sq.m		0.00
8	2	Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil	1300.00	cum		0.00
9	3	Filling over areas, inside plinth etc. with earth available at site including compaction in layers of uniform thickness not exceeding 200 mm compacted thickness, watering the earth to bring the earth upto required OMC and rolling to specification with the use of suitable roller when earth is at suitable moisture content to achieve dry field density not less than 98% maximum dry density (Modified proctor density), including loading, unloading transportation to all leads etc complete as directed by Engineer-in-Charge.	860.00	cum		0.00
10	4	Compacting original ground by loosening of the ground upto a level of 500mm below the sub-grade level, compacted by rolling, mixed with water at OMC so as to achieve 98% proctor density (Modified proctor density), in layers of uniform thickness not exceeding 200 mm compacted thickness, etc. complete for sub-grade construction, as per specification and direction of Engineer-in-charge.	200.00	sqm		0.00
11	5	Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 10 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.	90.00	cum		0.00
12	6	Construction of Granular sub- base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm) having CBR Value-25	210.00	cum		0.00
13	7	Providing, laying spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub - base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer - in- Charge.	155.00	cum		0
14	8	Prime Coat - Low porosity-providing and applying primer coat with bitumen emulsion (Bulk SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at a rate of 0.70- 1.00 kg/sqm using mechanical means as per technical specification clause 502	780.00	sqm		0.00
15	9	Tack Coat - Providing and applying tack coat with bitumen emulsion (Bulk RS-1) using emulsion distributor at a rate of 0.25 -0.30 kg/sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per technical specification clause 503	780.00	sqm		0.00
16	10	5.4.1. Providing and laying dense bituminous macadam with 80-100 TPH HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder Natural Rubber Modified (NRMB)- Bulk @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRD specification clause No. 505 complete in all respects. Grading - II	39.00	cum		0
17	11	Tack Coat - Providing and applying tack coat with bitumen emulsion (Bulk RS-1) using emulsion distributor at a rate of 0.20 -0.25 kg/sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per technical specification	780.00	sqm		0.00
18	12	5.6.2.a. Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder (NRMB) @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRD specification clause No. 507 complete in all respects For Grading - II (13.2 mm Nominal Size)	23.50	cum		0.00
19	13	Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction / expansion, construction & longitudinal joints ( 10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge ( Item of joint fillers, sealants, dowel bars with sleeve/tie bars to be paid separately). Note: Cement content considered in M-30 is @340 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately. Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer	23.00	cum		0.00
20	14	Interlocking Concrete Block Pavement-Supplying and Laying interlocking Concrete Block 100mm , minimum strength M40 including providing a layer of 6mm aggregate for5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the Engineer in charge as per drawings technical specification clause 1504- inclusive of all cost & conveyance charges etc.	360.00	sqm		0.00
21	15	Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3	13.00	meter		0.00
22	16	Painting Lines, dashes, Arrows etc on Road in two coats on new work - Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. Over 10 cm in width.	30.00	sqm		0.00
23	17	Traffic Signs- Retro-reflective Single Chevron of 50cm x 60cm size - Providing and fixing of retro-reflectorised Object hazard marker sign asper IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause	2.00	each		0
24	18	Traffic Signs- Retro-reflective Traffic Signs - Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign asper IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick suppored on Gl pipe 50 mm dia firmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 450mm x 450 mm x 600 mn, 600 mm below ground level as per drawings and Technical Specfication Clause1701-600mm equilateral triangle board	2.00	each		0
25	19	Road Markers / Road Studs with lens reflector- Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973	100.00	each		0.00
26	20	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m in all kinds of soil (The quoted rate shall include cost of shoring / shuttering wherever necessary, dewatering of the excavated pits till the end of completion of all the works for which excavation is done etc.)	6.00	cum		0.00
27	21	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40mm nominal size derived from natural sources)	1.50	cum		0.00
28	22	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement All work upto plinth level Concrete of M25 grade with minimum cement content of 360 kg /cum	5.00	Cum		0.00
29	23	Centering and shuttering including strutting, etc. and removal of form for: Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.	36.00	sq.m		0.00
30	24	Straightening, decoiling, cutting bending, fixing in place, binding with 18 gauge GI binding wire, placing in position Grade Fe 500 TMT steel reinforcement including cost, conveyance, lead, lift of all materials for all types of RCC works as per drawings / specifications and as directed by Engineer-in-charge. (Overlaps of steel as per drawing and with authorised overlaps only shall be measured and paid for.)	600.00	Kg		0.00
31	25	Cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement. 12 mm cement plaster	20.00	sqm		0.00
32		Total ( Including GST)				0.00
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