barsati drain cleaning and other repair work in Ward No. 21 and 22 of Vidyadhar Nagar Zone. Year 2026-27

(4.10.1.1) Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m

(1.1.1) Carriage of Materials by mechanical transport including loading,unloading and stacking ::Earth 5Km.

(2.4.2) Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer. Lime Concrete, cement concrete grade M-10 (1:5:10) and below Cement Concrete rade M-15 and above and PCC blocks

(1.1.2) Carriage of Materials by mechanical transport including loading,unloading and stacking ::Stone, boulders,gravelly material 5Km.

(21.1.8) Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:5:10 (1 cement : 5 fine/ coarse sand : 10 graded stone aggregate 40 mm nominal size)

(21.1.2) Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size).

(25.1.1) Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:6 (1 cement : 6 coarse sand)

(32.1.2) Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 12 mm cement plaster of mix : including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar : 1:6 (1 cement : 6 fine/ coarse sand)

(12.5.1) Standard Size 600x800mm for span 300 to 450mm

(12.5.2) Standard Size 1000x800mm for span 451 to 700mm

(12.5.3) Standard Size 1500x600mm for span 701 to 1200mm

(12.5.4) Standard Size 2100x500mm for span 1201 to 1500mm

(12.6.1) Standard Size 600x800mm for span 300 to 450mm

(12.6.2) Standard Size 1000x800mm for span 451 to 700mm

(12.6.3) Standard Size 1500x600mm for span 701 to 1200mm

(12.6.4) Standard Size 2100x500mm for span 1201 to 1500mm

(12.7.1) Providing and fixing stone slab covering of required size over drains including filling of joints with cement sand mortar 1:3 complete as per direction of Engineer-in-charge. Average thickness 60 to 75 mm

(29.26.2) Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

(23.19.6) Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars

Item Rate BoQ

BoQ_Ver4.0

Name of the Bidder/ Bidding Firm / Company :

PRICE SCHEDULE (PART-B) (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded 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 Values only) (JMC BSR 2009)

NUMBER #

Desilting of covered Nallah / covered drain (which will include continuous covering for 5mtr. & above length at a stretch ) including removing of stone patties ferro cement drain covers dismantling of existing c c flooring etc. & replacing the same (without mortar & c c etc. ) after desilting of Nallah Spacing of opening should not be more then 5 mtr. or as per direction of Engineer in charge with all lead & lift complete in all respect.

Please Enable Macros to View BoQ information