Tender For 1. Providing Of Water Supply To Shalchek, Narwaw, Padder Mohalla And Other Allied Out Growths.2. Providing Water Supply Facilities To Baba Mohalla Pirpora.3. Improvement/Upgradation Of Pipe Network For Yakhrajpora Allowpora.4. Improvement/
Tender Value
35.15 Lakhs
Estimated cost
Bid Submission
24 Jul 2026
10 days left
EMD
1.06 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Shopian → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for 1. Providing Of Water Supply To Shalchek, Narwaw, Padder Mohalla And Other Allied Out Growths.2. Providing Water Supply Facilities To Baba Mohalla Pirpora.3. Improvement/Upgradation Of Pipe Network For Yakhrajpora Allowpora.4. Improvement/Upgradation Of Pipe Network At Memander And Gagren.5. Stablization/ Improvement Of Supply Main Hazratbal Pinjoora And Providing Water Supplies To Laamin Mohalla Pinjoora.
BOQ
| Sl. No. | Item Description |
| 1 | Providing of water supply to Shalchek, Narwaw, Padder Mohalla and other allied out growths under District Capex. |
| 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:All kinds of soil : |
| 3 | 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 |
| 4 | Providing and fixing G.I. pipes (Light class) complete with G.I. fittings excludingtrenching and refilling etc. (external work) |
| 5 | 40 mm dia. nominal bore |
| 6 | 25 mm dia. nominal bore |
| 7 | 20 mm dia. nominal bore |
| 8 | Making connection of G.I. distribution branch with G.I. main offollowing sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete |
| 9 | 25 to 40 mm nominal bore |
| 10 | Providing and fixing of different pipe specials of standard make. |
| 11 | 40*40*25 mm tee |
| 12 | 40*40*20 mm tee |
| 13 | 25*25*20 mm tee |
| 14 | 25 mm GI nipple |
| 15 | 20 mm GI nipple |
| 16 | 25 mm GI union |
| 17 | 20 mm GI union |
| 18 | 25 mm GI elbow |
| 19 | 20 mm GI elbow |
| 20 | Providing water supply facilities to baba Mohalla Pirpora under District Capex. |
| 21 | 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 : |
| 22 | 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 |
| 23 | Providing and fixing G.I. pipes (Light class) complete with G.I. fittings excludingtrenching and refilling etc. (external work) |
| 24 | 40 mm dia. nominal bore |
| 25 | 25 mm dia. nominal bore |
| 26 | 20 mm dia. nominal bore |
| 27 | Making connection of G.I. distribution branch with G.I. main offollowing sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete |
| 28 | 25 to 40 mm nominal bore |
| 29 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead asper direction of Engineer-incharge:1:3:6 or richer mix (i/c equivalent design mix) |
| 30 | Providing and fixing commercial type 12mm thick plywood with PVC sheet over existing framework of soffit including necessary nails, screws, adhesives, edge finishing, labour, carriage, handling, wastage and all incidental works, complete in all respects as directed by the Engineer -in-charge. |
| 31 | Providing and fixing of different pipe specials of standard make. |
| 32 | 40*40*25 mm tee |
| 33 | 40*40*20 mm tee |
| 34 | 25*25*20 mm tee |
| 35 | 20*20*15 mm tee |
| 36 | Nipple 75 mm*25mm |
| 37 | Nipple 75 mm*20mm |
| 38 | 25 mm GI union |
| 39 | 20 mm GI union |
| 40 | 25 mm GI elbow |
| 41 | 20 mm GI elbow |
| 42 | Improvement/Upgradation of pipe network for Yakhrajpora Allowpora under District Capex. |
| 43 | 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 : |
| 44 | 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 |
| 45 | Providing and fixing G.I. pipes (Light class) complete with G.I. fittings excludingtrenching and refilling etc. (external work) |
| 46 | 25 mm dia. nominal bore |
| 47 | 20 mm dia. nominal bore |
| 48 | Making connection of G.I. distribution branch with G.I. main offollowing sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete |
| 49 | 25 to 40 mm nominal bore |
| 50 | Providing and fixing of different pipe specials of standard make. |
| 51 | 40*40*25 mm tee |
| 52 | 40*40*20 mm tee |
| 53 | 25*25*20 mm tee |
| 54 | 20*20*15 mm tee |
| 55 | Nipple 75 mm*25mm |
| 56 | Nipple 75 mm*20mm |
| 57 | 25 mm GI union |
| 58 | 20 mm GI union |
| 59 | 25 mm GI elbow |
| 60 | 20 mm GI elbow |
| 61 | Improvement/Upgradation of pipe network at Memander and Gagren under District Capex. |
| 62 | 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 : |
| 63 | 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 |
| 64 | Providing and fixing G.I. pipes (Light class) complete with G.I. fittings excludingtrenching and refilling etc. (external work) |
| 65 | 40 mm dia. nominal bore |
| 66 | 25 mm dia. nominal bore |
| 67 | 20 mm dia. nominal bore |
| 68 | Making connection of G.I. distribution branch with G.I. main offollowing sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete |
| 69 | 25 to 40 mm nominal bore |
| 70 | Demolishing Cement Concrete by Manual/ Mechhanical means including disposal of material within lead of 50 mtrs as per direction of Engineer Incharge 1:3:6 or richer mix |
| 71 | Providing and fixing of different pipe specials of standard make. |
| 72 | 40*40*25 mm tee |
| 73 | 40*40*20 mm tee |
| 74 | 25*25*20 mm tee |
| 75 | 25 mm GI nipple |
| 76 | 20 mm GI nipple |
| 77 | 25 mm GI union |
| 78 | 20 mm GI union |
| 79 | 25 mm GI elbow |
| 80 | 20 mm GI elbow |
| 81 | Stablization/ Improvement of supply main Hazratbal Pinjoora and providing water supplies to Laamin Mohalla Pinjoora under District Capex |
| 82 | 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 : |
| 83 | Earth work in excavation by mechanical means (hydraulic excavator) 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, within a lead of 50 metres: All kinds of soil : |
| 84 | 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 |
| 85 | Providing and fixing G.I. pipes (Light class) complete with G.I. fittings excludingtrenching and refilling etc. (external work) |
| 86 | 100 mm dia. nominal bore |
| 87 | 40 mm dia. nominal bore |
| 88 | 25 mm dia. nominal bore |
| 89 | 20 mm dia. nominal bore |
| 90 | Providing fixing of MS Flanges joints 12 mm thick to GI pipes including laying of pipes, cutting of pipes, welding charges,cutting of flanges bolts, nuts, rubber washers etc, requisite bends to angles specific at site including testing of joints and commissioning of laid pipeline and all sorts of carriage complete job. |
| 91 | Making connection of G.I. distribution branch with G.I. main offollowing sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete |
| 92 | 25 to 40 mm nominal bore |
| 93 | Providing and fixing of different pipe specials of standard make. |
| 94 | 40*40*25 mm tee |
| 95 | 40*40*20 mm tee |
| 96 | 25*25*20 mm tee |
| 97 | 25 mm GI Nipple |
| 98 | 20 mm GI Nipple |
| 99 | 25 mm GI union |
| 100 | 20 mm GI union |
| 101 | 25 mm GI elbow |
| 102 | 20 mm GI elbow Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 13, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 24, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 10 daysJul 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 11 daysTender Documents
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