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| Tender ID | 4303784 |
|---|---|
| Organisation Name | Department Of Local Government |
| Tender Brief | Corrigendum : Rough Cost Estimate Of Providing And Laying Sn-8 200 Mm Dia. Upvc Pipe Verka Milk Plant Upto Road Opp. Avtar Kanda Sirhind Road In Mc Patiala. Est Cost Rs. 20.06 Lacs Dt 25/26.05.2026 |
| Last Date For Submission | 28th May, 2026 |
| Opening Date | 29 May, 2026 |
| Document Cost | 1000.00 |
|---|---|
| EMD | 40120.00 |
| Estimated Cost | 2006000.00 |
| City | Patiala |
|---|---|
| State | Punjab |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Excavation of trenches in a Streets, Lanes or in Open Area for Storm Sewers and Manholes to Full Depths as Shown in Drawings,excluding Shoring, Timbering of Poling Board Frame System Type, dressing to correct sections and dewatering, provision for diversion for traffic, protection of existing services i.e. telephone cables ,electric lines, water supply lines and gas lines.night signals, profiles, Pegs, Sight rails, boning rods, crossing over trenches for access to the houses, watching, fencing etc., fixing and maintenance of caution boards, refilling trenches, watering of refill in 15 cm layers, ramming and restoration of surface to original conditions and removal of Surplus Spoil from the Site of Works, for all Works other than connections to Ventilating Shafts upto a Lead of 15 mtr for all works other than connections to complete in all respects For depth not exceeding 2 m below ground level All classes of soil except rocky | 804.00902 | cum |
| 2 | Providing, laying in trenches to correct gradient and alignment and jointing of UPVC pipes having ISI specification IS:15328-2003 class-SN-8 marked make Supreme, Finolex, Kissan, Jain, Prince or equivalent good on them and laying the same in trenches to correct alignment and gradients, cutting and jointing, testing for water tightness and making good the leakages and defects including cost of specials (Specials and Solvent should be of same make as that of pipes) complete in all respects. 200mm o/d pipe | 450 | m |
| 3 | 250mm o/d pipe | 100 | m |
| 4 | Constructing brick masonry manhole in cement mortar 1:5 (1 cement : 5 coarse sand ) with RCC cover wall between masonry, R.C.C top slab 20mm thick using M-20 mix, foundation concrete 1:4:8 mix (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making benching in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, Orange coloured PVC steps including RCC cover with frame internal dimensions.complete as per standard design (In water logged area). Inside size 90x150 cm and 120 cm deep | 7 | no |
| 5 | Extra payable for every 0.30m additional depth of manhole chamber in item 29.55 upto 1.80 m increase in depth Inside size 90x150 cm | 14 | each depth of 0.30 m |
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