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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Others-RE TENDER Due to Single Bidder Participated |
Tender Value
₹4.7 L
EMD Value
₹9,344
Closing Date
19 Jan 2026, 4:00 pmClosed
ASSISTANT SOIL CONSERVATION OFFICER BARAMULLA
ASSISTANT SOIL CONSERVATION OFFICER BARAMULLA
Construction of machine drilled Deep Borewell at SM Farm Tapper of District Baramulla under during 2025-26 Under Capex
2026_APD_300332_1
NIT No 03(Re-Tender)/ASCO/BLA/2025
Open Tender
Civil Works
Percentage
Construction of machine drilled Deep Borewell at S
Please refer Tender documents.
2 documents required · 2 mandatory
₹300
ASSISTANT SOIL CONSERVATION OFFICER BARAMULLA
₹9,344
Yes
20 Jan 2026
10 Jan 2026
20 Jan 2026
11 Jan 2026
19 Jan 2026
11 Jan 2026
Boring/Drilling of 125mm diameter bore of required dia for casing /stainer pipe by suitable method prescribed in IS : 2800 ( part 1), including collecting samples from different strata, preparing and submitting strata chart/ bore log including higher & running charges of all equipment tools, plants and machines required for the job, all complete as per direction of Engineer –in-charge up to desired depth(all types of soil). The job includes Supplying ,assembling , lowering and fixing in vertical position in bore well ,WRW(Electric resistance welded)FE410 mild steel plain ended casing pipes of 125mm dia, conforming to IS 4270 of reputed and approved make including painted with out side surface with two coats of anticorrosive paint of approved brand and manufacture including required hire and labour charges all complete for all depth as per direction of Engineer-in –charge .Development of tube well with backwash method with air compressor of minimum capacity 1000CFM (300PSI air delivery system) with suitable arrangements till well is thoroughly developed in all respects as per the direction of in charge Engineer
P/l of rectangularcementconcreteofsize1.5m*1.5mand0.3 deep in a mix of 1:2:4 using 20 mm nominal aggregate and coarse sand to give adequate strength adequate the strength to act as a sanitary for the well and to grout the land pump assembly in order to make it robust to resist shock load observed while pumping. In case the suitable space of the above specification is not available the surface area is to be adjusted accordingly. 1.5*1.5 * 0.3 = 0.67 cum And water reservoir for distributing water through channels 4*1.50*0.30*0.75 = 1.35 cum
Cement plaster with a floating coat of neat 12mm cement plaster on reservoir wall and bottom using fine sand 4*0.90*0.75 = 2.70 0.90*0.90 = 0.81
Harnessing of tube well by providing and installation of following electro mechanical equipment of standard quality. 01:- Submersible pump motor single phase 3 HP with motor control panel having 7 HP delta starter fitted with MCCB etc. All the equipment should be of standard quality and ISI mark supplied from standard manufacturer like KBS Crompton, Kirloskar 02:- 50 mm diameter GI riser pipe along with elbows , nipples , sockets , reducers whatever required at the site of work 80mtr , 4sq( mm) submersible cable 85mtr
P/F of 50mm dia MS holding clamp out of 10mm thick MS plate.
Gravel packing in Borewell construction in accordance with IS 4097 including providing gravel fine/Medium/Course in required grading and size as per actual requirement all components as per direction of engineer in charge.
Contingencies
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