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| 1 | Earth work excavation for foundation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc.,as per SS 20 A. TNDSS NO: 23 & 24 VI (S2) VI,VII 9,10 with standard specifications. |
| 2 | Plain Cement Concrete 1:4:8 Mix (one part cement, four part sand and Eight part of aggrigate) using 40 mm size ISS HBG metal from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing. Laying and curing etc., complete as per TNDSS NO : 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge. |
| 3 | Plain Cement Concrete 1:2:4 Mix (one part cement, two part sand and four part of aggrigate) using 20mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc., complete as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge. |
| 4 | Supplying and erecting centering for plane surfaces such as, Landing Slabs, etc with necessary supports and strutting upto 3.60m height in all floors with all cross bracings using MS Sheets made of 10 gauge thick welded with MS angle of Size 25mm x 25mm x 3mm for boarding laid over steel adjustable span of size 2m x 2m (expandable upto 3.60m) and supported by Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick), etc complete complying with standard specifications. Steel adjustable span and Steel Adjustable telescopic props shall be provided as directed by the departmental Officers. (Payment for centering shall be given after the concrete is laid).Item No.149 of Volume-I |
| 5 | Brick Work in Cement Mortor 1:5 Mix (one cement, five sand) using new best II Class Bricks of size 9 ” x 4 3/8 “x 2 3/4 ” from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing, laying and curing etc. complete. Complying with std. specifications.(For 10 M3) |
| 6 | Collection supply and filling of well gravel filling approved quarry including cost and Conveyance of all materials to site and all labour charges for filling etc., Complete. |
| 7 | Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel reinforcement grills of all variety like HYSD/CTD/TMTand all grade like Fe 500, Fe550D, Fe 500 D etc., for all RCC works as per design given including cost of steel reinforcement and G.I. binding wire, wastage etc. complete complying with standard specification and as directed by the departmental officers.(Contractor has to make his own arrangements for the supply of steel reinforcement and binding wire) (S.No:168-SD Book Vol-I ) |
| 8 | Supplying and erecting centering for plane surfaces such as RCC Floor Slab, Roof Slab, Loft, Landing Slabs, etc with necessary supports and strutting upto 3.60m height in all floors with all cross bracings using MS Sheets made of 10 gauge thick welded with MS angle of Size 25mm x 25mm x 3mm for boarding laid over steel adjustable span of size 2m x 2m (expandable upto 3.60m) and supported by Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick), etc complete complying with standard specifications. Steel adjustable span and Steel Adjustable telescopic props shall be provided as directed by the departmental Officers. (Payment for centering shall be given after the concrete is laid).Item No.149 of Volume-I |
| 9 | Reinforced Cement Concrete 1:1.5:3 (One Cement, One and half crushed stone sand and Three hard broken stone jelly) using 20 mm gauge hard broken granite stone jelly for all RCC items of works excluding cost of reinforcement grill and fabricating charges, centering and shuttering but including Super Plasticiser, mixing charges for machine mix, laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary and bearing surfaces of walls, beams etc. shall be finished smooth with Cement Mortar 1:3 (One Cement and Three Sand) and kraft paper laid over it without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers - machine mix |
| 10 | Plastering the surface of ceiling with Cement Mortar 1:3 (One cement and Three plastering sand), 12mm thick in all floors including mortar plasticizer at 200ml per 50Kg of cement used, curing etc., complete complying with standard specification and as directed by the departmental officers. |
| 11 | Plastering in Cement Mortor 1:5 Mix (one cement, five sand) 12mm thick including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc. complete. Complying with std. specifications. |
| 12 | Supplying and fixing in position of steel doors & windows including cost & conveyance and all labour charges for fixing the furniture including all other incidental charges, etc. complete complying with std. Specification |
| 13 | Weathering Course in Brick jelly lime concrete using broken brick jelly of size 20mm uniform gauge in pure slaked lime (no sand to be used) to the proportion of brick jelly to lime being 32:12.5 by volume and laid over the RCC roof slab in a single layer of required slope and finished by beating the concrete with wooden beaters of approved pattern, keeping the surface constantly wet by sprinkling lime jaggery water, etc., complete as per standard specification and as directed by the deparmental officers. |
| 14 | Finishing with top of roof with one course of machine pressed tiles of size 20cm x 20cm x 20cm of approved quality laid in cement mortar 1:3 (One cement and three sand) 12mm thick mixed with water proofing compound conforming to ISS by 2% weight of cement used and the joint pointed neatly to full depth of tiles with same water proofing compound mixed with cement motar ,red oxide, including cost and conveyance of all materials and labour charges and other incidental charges etc., complete as per standard specification |
| 15 | Exterior Emulsion paint Two coats with good quality of approved Emulsion paint including cost of all materials to site and all labour charges for mixing applying and proper curring etc., Complete as per Standard Specifications for 10 sqm |
| 16 | Painting two coats with ready mixed synthetic enamal paint including cost & conveyance and all other incidental charges etc. complete for iron work |
| 17 | Supplying and delivery of the 2.00 HP submercible Motor 50 LPM 60 metres head ISI mark as per standard specification |
| 18 | Supply and delivery and fixing of HDPE tank as per IS 12701 / 1996 including loading, unloading ,tranportation and labour charges for fixing 1000 Ltr Tank |
| 19 | Errection of 2 HP submersible motor with necessary fittings. |
| 20 | Supply and delivery of Panel Board including cost & Conveyance all labour charges etc.,complete |
| 21 | Drilling of 150mm dia deep bore well in hard rock area to required depth including cost and all labour charges and all other incidental charges etc complete. Upto 150 m from GL |
| 22 | Upto 150 m from below GL |
| 23 | 151m upto 180m |
| 24 | 181 m to 210 m |
| 25 | Supply and Fixing of 180mm OD 6KSC PVC Pipe for casing Pipe for Medium depth in to drilled bore well. |
| 26 | Supply and Delivery of 4.0 Sqmm Flat type Cable for Submergible motor including cost and conveyance of all materials etc. complete. |
| 27 | Supply and delivery of 1 1/4\\"(40mm ) UPVC pipe including cost and Conveyance of all materials to site and all charges for filling etc., Complete |
| 28 | Supply and fixing of PVC pipes and specials including all cost of labours and material cost etc., |
| 29 | PVC 32 mm dia pipe |
| 30 | 32mm coupler |
| 31 | 32 mm elbow |
| 32 | 32 mm Tee |
| 33 | 32mm * 25mm reducer |
| 34 | PVC 25mm dia pipe |
| 35 | Earth work open excavation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc., as per SS 20 A. TNDSS NO: 23 & 24 VI (S2) VI,VII 9,10 with standard specifications. |
| 36 | Supply and delivery of 90mm HDPE pipe 6kg/m including cost and Conveyance of all materials to site and all charges for filling etc., Complete. |
| 37 | Suppl and fixing of GI pipe and PVC pipe speacial including cost and Conveyance of all materials to site and all charges for filling etc., Complete. |
| 38 | GI Tee (80mm) |
| 39 | GI Coupler (80mm) |
| 40 | GI Elbow (80mm) |
| 41 | Sluice valve (80mm) |
| 42 | Lowering of HDPE rigid pipes and specials to trench and laying to proper grade and alignment,jointing with PVC couplers with cement paste. |
| 43 | Refiling the excavated earth including cost and Conveyance of all materials to site and all labour charges for filling etc., Complete. Please Enable Macros to View BoQ information |
