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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.9 LAccepted-AOC 97 ABROL NAGAR PATHANKOT 145001 PB | PATHANKOT | PUNJAB | 145001 | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹58.8 L+₹15.9 L (37.2%)Rejected-Finance 361 BEHIND DAV SCHOOL JAWAHAR NAGAR SRINAGAR 190008 | SRINAGAR | JAMMU AND KASHMIR | 190008 | L2 | Rejected-Finance Being other than L1 |
| Sl No | Description | Qty | Unit | Eshaan Construction Co. L1 | M/S AMAN ENTERPRISES L2 |
|---|---|---|---|---|---|
| 1.00 | Drilling of Trail Bore Hole of 250mm to 300mm dia (suitable for 250mm casing upto 18m depth and 200 mm casing from 18m to bore level) upto 110m depth in any strata by ODEX METHOD as per latest IS (revised and amended) (if encountered with hard rock which can be encountered at certain depth then pilot boring size can be reduced to an extent of 250 mm dia on directions of Engr-in-Charge) below ground level & lowering of MS pipe by any suitable method (by DTH-cum-rotary or reverse rig method) to depth below ground level in any type of strata/soil/rock with sand or loose boulder deploying required rig, machinery, T & P equipments, etc and disposal of materials obtained (soil, rock etc) from boring to distance not exceeding 50 meter with complete all as specified and directed including the followings :- | 110 | RM | 3,750 ₹4,12,500 Lowest | 10,245 ₹11,26,950 |
| 1.01(a) Preparation of drill time log (Penetration rate Mtr/Min). (b) Preparation of lithological log of drill cutting observed at every 3 mtr interval. (c) Collection and packing of drill cutting samples at every 3 mtr depth in a high density polythene bag after drying and duly properly marked. (d) Collection of water samples in a 1 Litre bottle wherever water bearing formation is encountered during boring. (e) Designing suitable well assembly for placing proper assembly pipes (blank/slotted pipes) against water bearing zone. (f) Pumping test for determining suitable pump and duration of pumping. (g) Transportation of drilling rig with all equipments, accessories to the work spot and setting at site including supply of all consumable, making approach, complete. (h) Fixing cost for MS reducer, bail plug, MS strip for centering and cost of PCC foundation in (1:2:4) Type - B1 using 20 mm graded crushed stone aggregate, size (1 metre x 1 metre x 1 metre), for holding of tubewell including excavation and earthwork is deemed to be included in the unit rate quoted against this item. (j) Annular space between well assembly and borehole shall be filled with pea gravel fully washed and cleaned of size 3/16" and cost of same is deemed to be included in the unit rate quoted against this item. (k) Cement sea to be provided at the depth of 20 mtr below GL as a sanitary seal to prevent ground water pollution. | |||||
| 1.02Notes : (a) ERW housing pipes shall be measured and paid separately. (b) Casing pipe along with direct rotary drill Pipes with tools shall be arranged by the contractor and the same shall remain property of contractor after extraction. (c). In case of non extraction of casing pipe during the course of drilling any type of miss happening, any type of fishing operation of failure of bore well the contractor will have no claim what so ever on this account. (d) In case the yield of water as required is not met as per requirement of CGWB department report, the bore shall be abandoned and refilled after extracting the T & P. The cost of abandoned bore shall not be admissible to the contractor. The contractor shall further bore on site as selected and decided by GE. (e). The Housing/ Casing pipes shall be inserted only after certificate by GE for successful trial bore hole. | |||||
| 2.00 | Supply, assembling, lowering and levelling 250 mm nominal bore MS ERW ISI marked casing blank pipe having wall thickness 6.0 mm as per IS 3589 (1981) and jointing with electric arc welding, screwed and socketed in random length of 3 to 6 mtr, including necessary fittings i.e steel sockets, coupling, jointing and painting with two coats of bituminous paint on exterinal surfaces of pipe complete all as specified and directed. | 50 | RM | 4,300 ₹2,15,000 Lowest | 4,975 ₹2,48,750 |
| 3.00 | Supply, assembling, lowering and levelling 200 mm nominal bore MS ERW ISI marked casing blank pipe having wall thickness 6.0 mm as per IS 3589 (1981) and jointing with electric arc welding, screwed and socketed in random length of 3 to 6 mtr, including necessary fittings i.e steel sockets, coupling, jointing and painting with two coats of bituminous paint on exterinal surfaces of pipe complete all as specified and directed. | 30 | RM | 3,800 ₹1,14,000 Lowest | 3,945 ₹1,18,350 |
| 4.00 | Supply, assembling, lowering and levelling 200 mm nominal bore MS slotted ERW ISI marked casing pipe having wall thickness 6.0 mm as per IS 3589 (1981) and jointing with electric arc welding, screwed and socketed in random length of 3 to 6 mtr, including necessary fittings i.e steel sockets, coupling, jointing and painting with two coats of bituminous paint on exterinal surfaces of pipe complete all as specified and directed. | 40 | RM | 2,950 ₹1,18,000 Lowest | 4,245 ₹1,69,800 |
| 5.00 | Supply, lowering and fixing MS column pipe, ISI marked, both end threaded type, 80 mm dia bore in 3 mtr length, heavy grade, as per IS-1239 complete with and including MS socket etc complete all as specified and directed by Engr-in-charge. | 110 | RM | 1,600 ₹1,76,000 | 1,050 ₹1,15,500 Lowest |
| 6.00 | Developing bore wells ( 01 No as specified against Srl item Nos 1) including flushing out tree, roots, silt, fine sand by air compressor of suitable capacity not less than 450 CFM at 150 PSI & over pumping (25% extra capacity pump) to make water free from turbidity till clear water is obtained from bore wells complete all as specified & directed and cleaning of bore wells with high air pressure until clear water comes out all as directed (Minimum four hrs).
Note :
1. Development shall start immediately on boring. Pumping for minimum 8 hrs in two stages continuous 4 hrs with interval of 01 hr after 1st stage.
2. The upper limit for duration of development shall be the time technically required to give results of development as per ISS.
3. Nothing extra shall be paid on account of increase in numbers of pumping hours actually required at site in excess of minimum period as above. | 24 | Per Hour | 1,500 ₹36,000 Lowest | 3,200 ₹76,800 |
| 7.00 | Material and labour for Yield test for the bore well by continuously pumping for 16 hours to determine safe pumping yield complete all as specified and as directed.
Note :-
(i). Collection of water samples from borewell & getting them tested for chemical and bacteriological analysis from the Govt approved Lab.
(ii). Test on quality of water for drinking purpose.
(iii). Cost of water testing is deemed to be included in unit rate quoted by contractor. | 1 | Each Job | 20,000 ₹20,000 Lowest | 65,000 ₹65,000 |
| 8.00 | S & F submersible pump set of capacity 12.50 HP, for tube well with submersible motor, water lubricated, electric driven, 3 phase, 440 volts, 50 Hz AC supply, head 150 metre and discharge capacity 12000 GPH (approx), lowering, commisioning and testing complete all as specified and as directed. | 1 | Each | 1,00,000 ₹1,00,000 Lowest | 1,85,000 ₹1,85,000 |
Tender Value
₹43.5 L
EMD Value
₹87,000
Closing Date
11 Oct 2025, 6:00 pmClosed
GE KH YOL
GE KH YOL
Provision of Borewell and water storage infrastructure in DD Line at Mil stn Yol
2025_MES_730493_1
GE/Y-67/2025-26
Open Tender
Water Equipments/ Meter/ Drilling/ Boring
Item Rate
180 days
Yol
As per NIT
7 documents required · 7 mandatory
₹500
GE KH YOL
₹87,000
Yes
20 Feb 2026
12 Sept 2025
13 Oct 2025
12 Sept 2025
11 Oct 2025
29 Sept 2025
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