Tender For Restoration / Re-Construction Of Different Water Supply Of Pouni, Bhomag, Reasi And Arnas Block In Sub Division Reasi Under Sasci.Scope Of Work: - I. Permanent Restoration Of The Distribution / Gravity Main 80 Mm Dia Which Has Been Damaged
Tender Overview
Project Description
Tender for Restoration / Re-Construction Of Different Water Supply Of Pouni, Bhomag, Reasi And Arnas Block In Sub Division Reasi Under Sasci.Scope Of Work: - I. Permanent Restoration Of The Distribution / Gravity Main 80 Mm Dia Which Has Been Damaged At Different Spots Under Water Supply Scheme Aghar Ballian.Ii. Permanent Restoration Of The Rising Main 100 Mm & Gravity Main 80Mm Dia. Dia Which Has Been Damaged At Different Spots Under Water Supply Scheme Aghar Ballian.Iii. Permanent Restoration Of The Spring Source By Way Of Providing Protection Work Under Water Supply Scheme Aghar Ballian.Iv. Permanent Restoration Of The Gravity Main And Distribution Network Which Has Been Damaged At Different Spots Due To Landslides Under Water Supply Scheme Marhi.V. Permanent Restoration Of The Protection Work At The Source Which Has Been Damaged Under Water Supply Scheme Marhi.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 10-Jul-2026 | EXTENSION OF DATE | Date | 16-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil. |
| 2 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: Ordinary Rock |
| 3 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : |
| 4 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 80 mm dia. nominal bore (L) |
| 5 | Providing, laying, fixing & jointing of ISI marked HDPE pipes as per ISI-4984-1995 casting along the trenches and laying the same in trenches to correct allignment and gradient, cutting, jointing & testing complete as per specifications. HDPE 110 mm PN-10 |
| 6 | Providing, laying, fixing & jointing of ISI marked HDPE pipes as per ISI-4984-1995 casting along the trenches and laying the same in trenches to correct allignment and gradient, cutting, jointing & testing complete as per specifications. HDPE 90 mm PN-10 |
| 7 | Providing, laying, fixing & jointing of ISI marked HDPE pipes as per ISI-4984-1995 casting along the trenches and laying the same in trenches to correct allignment and gradient, cutting, jointing & testing complete as per specifications. HDPE 75 mm PN-10 |
| 8 | Providing, laying, fixing & jointing of ISI marked HDPE pipes as per ISI-4984-1995 casting along the trenches and laying the same in trenches to correct allignment and gradient, cutting, jointing & testing complete as per specifications. HDPE 63 mm PN-10 |
| 9 | Providing, laying, fixing & jointing of ISI marked HDPE pipes as per ISI-4984-1995 casting along the trenches and laying the same in trenches to correct allignment and gradient, cutting, jointing & testing complete as per specifications. HDPE 50 mm PN-10 |
| 10 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete 50 to 80 mm nominal bore |
| 11 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 12 | Welding, including transportation of plant at site etc. complete.By electric plant |
| 13 | Supply of stone. |
| 14 | Hand-packing stones in wire-crates; excluding cost of crates and stones |
| 15 | Providing BA wire knitted wire crates with sites and lid of mesh size 100mm x 100mm of BA wire of 4mm (6 mtr x 1.5 mtr x 1.5 mtr) including binding (20 Nos) |
| 16 | Providing and laying non-pressure of specified class R.C.C. pipesincluding collars/spigot jointed with stiff mixture of cement mortar in theproportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc.complete. Non-pressure NP-3 class (Medium duty) R.C.C. pipes 900 mm dia. R.C.C. pipe |
| 17 | Carriage of G I Pipes from Store to site of work including cost for loading ,unloading & stacking for an av. distance of 80 KM by Mechanical Transport. |
| 18 | Carriage of HDPE Pipes from Store to site of work including cost for loading ,unloading & stacking for an av. distance of 80 KM by Mechanical Transport. |
| 19 | Carriage of HDPE Pipes from Store to Road side including cost for loading ,unloading & stacking for an av. distance of 80 KM by Mechanical Transport and Road side to site of work incluing loading, unloading & stacking for an av. Distance of 500 mtr by Head Load. |
| 20 | Carriage of soling stone / boulder by Mechanical Transport from local nallah (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance of Average 17 KM. Please Enable Macros to View BoQ information |
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CompletedCorrigendum-1 Issued
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