Tender For Providing Water Supply Arrangements And Pedestal Platform With Rwh At Vn Perumal Street , Sukalapalayam Govindha Street, Kmv Nagar, Cs Chetty Street And Malayala Street Ward No.24 In Kancheepuram Corporation, Kancheepuram-Tamil Nadu
TDR : 37867364
Tender Notice
BOQ
Expired
Kancheepuram
Tamil Nadu
Tender For Providing Water Supply Arrangements And Pedestal Platform With Rwh At Vn Perumal Street , Sukalapalayam Govindha Street, Kmv Nagar, Cs Chetty Street And Malayala Street Ward No.24 In Kancheepuram Corporation
NAME OF WORK : Providing Water supply Arrangements and Pedestal platform with RWH at VN Perumal Street , Sukalapalayam Govindha street, KMV Nagar, CS Chetty street and Malayala Street Ward No.24 in Kancheepuram Corporation
Sl. No.
Item Description
1
Labour for cutting open road for laying water mains or sewer
2
Earth work open excavation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification.
3
Supply and Delivery of PVC Pipes and Specials of working pressure of 10 kg.per sq.cm. FINOLEX Pipes 25mm PVC Pipes
4
20mm PVC Pipes
5
25mm PVC Coupler
6
20mm PVC Coupler
7
25mm PVC Elbow
8
20mm PVC Elbow
9
25mm PVC Tee
10
20mm PVC Tee
11
25mm x 20mm PVC Reducer
12
20mm x 15mm PVC Reducer
13
15mm PVC Tap
14
20mm Gate Valve
15
25mm Gate Valve
16
20mm GM Ferrule
17
100mm M.S Saddle Piece
18
Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officersin layers of not more than 15 cm thick well rammed, watered and consolidated etc. complete complying with standard specification
19
Providing rain water harvesting using 6 No.of RCC well rings of 90cm inner dia (clear) with 5cm wall thickness made out of cement concrete 1:2:4 using 20mm hard broken jelly to a height of 30cm each supplying and fabricating 16 No. of 6mm dia MS rod vertically and 3 No. of 6mm dia MS rod circumferentially tied together with 18 guage binding wire for well rings including necessary earth work excavation 2m dia toa depth of 1m, supplying and filling 40mm HBG inside the erected well ring to a depth of 90cm, and top covered with RCC circular perforated cover slab of 1m dia and 5cm thick which inclusive of cost and fabrication of 6mm M.S reinforcement at 15 cm spacings on both directions and one 6mm M.S rod ties at the edge of the slab circumferentially including cost of moulding, curing, finishing and well placing in position and disposing off excavated earth with all initial leads and lifts in places as shown by the Departmental officers etc., complete in all respects.
20
Supplying and fixing position CI Nahani Trap / Floor Trap of the following sizes with best stainless steel gratings of approved brand and quality, fixed over a bed of brick jelly lime concrete 1:2:5 (One part of lime, two part of sand and five part of 40mm gauge brick jelly) and finished with Cement Mortar 1:3 (One Cement, Three sand) including dismantling masonry works wherever found necessary and making good the dismantled portions to the original condition and giving connection to the CI / PVC pipes, etc., complete complying with standard specification. (The Nahani Trap should be got approved by the Executive Engineer before use on works)
21
Brick work in following Cement Mortar using best quality of Second Class Ground Moulded Chamber Burnt Bricks 9\" x 4-1/2\" x 3\" for foundation and basement including curing, etc., complete complying with standard specifiction.
22
Plastering with Cement Mortar 1:5 (One cement and Five sand), 12mm thick in all floors including curing etc. complete complying with standard specification and as directed by the departmental officers.
23
Plain Cement Concrete 1:4:8 (One Cement, Five sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundationincluding dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete complying with standard specification
24
Plain Cement Concrete 1:2:4 (one cement, two sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.
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