DMFT

Construction of UGD Cutting CC road surface including stacking of excavated materials for pipe line trench work at road crossing portion including c/c of all materilas etc completed.SOR 2026-27 P.No 605,Item:25(a)ii.

Earthwork in excavation for Pipe Line trench Cutting as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH including contractor profit

Supplying and filling sand in trenches ,sides of the foundations and basement with initial lead in layers not exceeding 15 cm thick consolidatiing each depposited layer by watering and rampping including cost and conveyance of water to work site and all operational incidental ,labour charges hire charges and T & O Complete for finished item APSS 309 &310)

Supply and delivery of SWG SP-2 300.00 mm dia pipe conforming to ISI - Including cost of pipes and transportation charges loading and Unloading Charges etc., complete.

Supply of SWG SP-1 203.20 mm dia pipe conforming to ISI - Including cost of pipes and transportation charges loading and Unloading Charges etc., complete.

Lowering and laying in ready made trench true to alignment and gradient, jointing, and testing of stone ware pipes including cost of jointing material such as cement mortar (1:1) proportion and hemp yarn but excluding cost and conveyance of pipe. (Reference to specifications BIS No. 6530/72) and refilling of trench (BMW-A.05)

Lowering and laying in ready made trench true to alignment and gradient, jointing, and testing of stone ware pipes including cost of jointing material such as cement mortar (1:1) proportion and hemp yarn but excluding cost and conveyance of pipe. (Reference to specifications BIS No. 6530/72) and refilling of trench (BMW-A.05)

Constructing 904.0 mm (3’0”) dia solid block masonry inspection chamber as per IS - 4111: Part-1:1986 with cement mortar (1:6) prop usingflyashblocksof225mmthickfromapprovedsourcehavingaminimumcrushingstrengthof10N/sq.mmincludingplasteringwithcementmortar1:3prop;½”thickbothinsideand outside fitted with 20” dia RCC manhole covers and frames including excavating pits up to a depth of 904 mm (3'-0") in all sorts of soils (excluding rock) and laying cement concrete (1:4:8) 150 mm thick using 40 mm HBG Metal and P.C.C. 1:2:4 benching and channel 100 mm thick as per Standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, cost of seigniorage charges on all materials and all incidental and operational, labour charges like mixing cement mortar, constructing masonry, lift charges, curing etc., complete for finished item of work as per Standard specification

Refilling with useful available excavated earth (excluding roack ) in trenches with initial lead in layers not exceeding 15 cm thick consolidating each depposited layer by watering and rampping including cost and conveyance of water to work site and all operational incidental ,labour charges hire charges and T & O Complete for finished item APSS 309 &310)

Supplying and filling gravel in trenches ,sides of the foundations and basement with initial lead in layers not exceeding 15 cm thick consolidatiing each depposited layer by watering and rampping including cost and conveyance of water to work site and all operational incidental ,labour charges hire charges and T & O Complete for finished item APSS 309 &310)

Cocnstruction of of un-reinforced cement concrete pavement thickness as per design over a prepared sub base Using M20 grade concrete, with 43 grade cement or any other type as per Clause 1501.2.2 coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, acuring of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

Septic Tank Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work including seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308) including cost and conveyance of all material and labour charges, etc., complete, for Ordinary Soil-Manual Means-Upto 3 m depth.

Plain Cement Concrete of (1:5:10:) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size HBG M/c (SS5) metal with concrete mixture including cost and conveyance of all materials like cement, sand(unscreened), coarse aggregate, water etc. to site, all operational, incidental, and labour charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, overhead charges & Contractors profit etc., complete but excluding VAT & seigniorage charges, sales & other taxes on all materials,for finished item of work for Foundations (APSS No. 402).

Supply and placing of Design Mix Concrete M 20 grade corresponding to IS 456 with minimum cement content of 350 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard Granite metal) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site, centering using Steel scaffolding pipes, jack Props, wallers, Foot plates, brackets, steel Centering Plates, etc., including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing and cost of overheads & contractors profit etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) for Raft foundation

RCC Side wall 230mm thick

Septic tank 150mm thick

Providing High yield strength deformrd (HYSD) steel bars (Fe-415 grade as per IS 1786-1979)of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved size and binding wire of 20SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including soverhead charges & Contractors profit but exlcuding other taxes and other taxes on all materials etc., complete for finished item of work in all floors.( APSS No.126)