Tender For Construction of I&D Infrastructure By Laying Di Pipes & Construction of Manhole Chambers For Municipal Corporation, Solan Under City Sanitation Action Plans (Casp) Used Water Management Under Sbm (U) 2.0. (Sh:- Providing, Laying & Jointing
Tender Overview
Project Description
Tender for Construction of I&D Infrastructure By Laying Di Pipes & Construction of Manhole Chambers For Municipal Corporation, Solan Under City Sanitation Action Plans (Casp) Used Water Management Under Sbm (U) 2.0. (Sh:- Providing, Laying & Jointing Of Sewerage Network 150Mm, 200Mm, 250Mm & 300Mm Dia, Construction of Steel Crossing, Construction of Manhole 1200Mm & 900Mm, Precast Reinforced Cement Concrete Manhole 1000Mm & 560Mm).
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in foundation and trenches in all type of soil such as pickwork jumper work blasting soft & hard rock and through conglomeraterock upto all leads & lifts stacking the excavated soil not more than 3mtrs clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinths sides of foundations etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth in all leads and lifts & as per directed of the Engineer in-charge. |
| 2 | Providing, laying , jointing and testing in tenches centrifugal cast ductile iron (spun) pressure pipes confirming to IS 8329/2000 class K-7 inside cement mortar lined and zinc coated outside the pipe with finished layer of bitumen paint suitable for tyton (push on joints) for sewer lines including cutting of pipes, chamfering whereever required including SBR gaskets (earth work in trenches and jointing of pipes to be measured and paid for separately) and including carriage upto the site of work, testing etc. complete in all respect as per instructions of the Engineer-in-Charge. |
| 3 | DI pipe 150mm dia K-7 |
| 4 | DI pipe 200mm dia K-7 |
| 5 | DI pipe 250mm dia K-7 |
| 6 | DI pipe 300mm dia K-7 |
| 7 | Providing, laying and fixing in tenches centrifugal DI fitting conforming to IS 9523-2000 Class-A Series K-12 with in side cement mortar lines suitable for tyton (push on) joints with sewers, such as socketed bends of all degrees, socketed tees, collars and all other required fittings, including carriage upto the site of lwork, testing etc. complete as per instructions of the Engineer-in-Charge (earth work in trenches and jointing of fittings to be measured and paid for separately) |
| 8 | for 150mm dia double socket DI bends of degree |
| 9 | 11-1/4 degree |
| 10 | 22-1/2 degree |
| 11 | 45 degree |
| 12 | 90 degree |
| 13 | Providing and fixing ductile iron Y connection Class K-7 including carriage of material up to all leads and lifts completely in all respects. |
| 14 | for 200mm dia double socket DI bends of degree |
| 15 | 11-1/4 degree |
| 16 | 22-1/2 degree |
| 17 | 45 degree |
| 18 | 90 degree |
| 19 | for 250mm dia double socket DI bends of degree |
| 20 | 11-1/4 degree |
| 21 | 22-1/2 degree |
| 22 | 45 degree |
| 23 | 90 degree |
| 24 | Provding and laying cement concrete 1:2:4: (1 cement:2:sand :4 graded stone agg. 20 mm nominal size) and curing complete exclunding the cost of form work in foundation and plinth complete in all respect including entire carriage of material upto all leads & lifts for construction of manholes. |
| 25 | Providing & laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering , shuttering, finishing and reinforement, including admixtures in recommended proportions as per IS 9103-1999 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge.\\"(Note:- cement content considered in this item is @340 kg/cum. Excess / less cement used as per design mix is payable / recoverable seprately) all work upto plinth level for construction of manholes. |
| 26 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS:9103-1999 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge.“(Note :- Cement content considered in this item is @ 340 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately) all work upto plinth level for construction of manholes. |
| 27 | Providing and laying cement concrete 1:3:6 (1cement:3sand:6graded stone aggregate 20mm nominal size and curing complete excluding cost of form work in foundation and plinth including entire carriage of material upto all leads and lifts. |
| 28 | Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish. Including centring, shuttering strutting and propping etc. with wooden battens and ballies height of propping and centring below supporting floor to ceiling not exceeding 4mtrs and removal of the same for insitu reinforced concrete and plain concrete work in:- |
| 29 | Vertical surface such as wall of (any thickness) partition and the like including attached pillaster buttresses plinth and string courses and like and as per the direction of Engineer-in-charge including entire carriage of material upto all leads and lifts. |
| 30 | Foundation, footing, base of columns etc. and mass concrete as per the direction of Engineer-in-charge including entire carriage of material upto all leads and lifts. |
| 31 | Flat surfaces such as sofits suspended floors roofs, landings and the like floors etc upto 200mm in thickness.and as per the direction of Engineer-in-charge. |
| 32 | Edges of slabs & breaks in floors & walls under 20cm wide. |
| 33 | Providing tor steel reinforcement for RCC work including bending, winding and placing in position complete upto floor two level as per the direction of Engineer-in-chief including entire carriage of material upto all leads and lifts. |
| 34 | Steel work welded in built up sections, trusses and framed work including cutting hoisting fixing in position and applying a priming coat of red lead paint in beams joists channels, angles, tee, flats with connection plates or angle cleats as in main and cross beems, hip and jack rafters, purlins connected to common rafters and the like complete in all respect for construction of steel crossing. |
| 35 | Applying priming coat over new steel and other metal surfaces including preparing the surface by throughly cleaning oil, grease, dirt and other foreign matter preparing the surface by throughly cleaning oil,grease,dirt and other foreign matter with ready mixed priming paint brushing red lead, red oxide/ zinc oxide including entire carriage of material upto all leads and lifts for construction of steel crossing. |
| 36 | Painting two coats (excluding priming coat) on new steel and other metal surfaces with enamel paint to give an even shade including cleaning the surface of dirt, dust and other foreign matters sand papering and stopping with enamel paint other than white complete in all respect for construction of steel work in crossing... |
| 37 | Providing and laying heavy duty precast cement conrete inter locking paver blocks vibro compacted upto M-50 grade i/c border or kurb block grey or coloured over sub-base of concrete with 25mm thick average thickness of cement mortar 1:4 (1 cement : 4 sand) laid over and jointed with neat cement slurry mixed with pigment to match the shade of blocks i/c curing rubbing & polishing complete (Sub base concrete floor to be paid for separately) 60mm precast interlocking blocks complete in all respect as per direction of Engineer-in-Charge. |
| 38 | Providing 200mm wide cast iron rungs with chequered or ribbed non slip surface including fixing in manholes with 200x200x100mm cement concrete 1:3:6 (1cement:3sand:6graded stone aggregate 20mm nominal size) including entire carriage of material upto all leads and lifts for manholes. |
| 39 | Providing & fixing SFRC manhole cover for frame of internal size 560mm with frame complete in all respect upto all leads & lifts. Medium duty conforing to IS12592 MD-10 |
| 40 | Precast conical manhole with circular base 1000 mm dia 805mm deep complete in all respect. Conforming to IS 17725-2022/IS-6070-1990 |
| 41 | Precast conical man hole with circular base 560mm dia 600mm deep complete in all respect.Conforming to IS 17725-2022/IS-6070-1990 upto latest ammendments. |
| 42 | Precast cicular riser rings (1000 mm internal dia) 3 rings of 300mm dia complete in all respect as per IS 17725-2022/IS-6070-1990 (with upto date ammendments). |
| 43 | Precast cicular riser rings 560 mm internal dia) complete in all respect as per IS 17725-2022/IS-6070-1990 (with upto date ammendments). Please Enable Macros to View BoQ information |
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