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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.4 LAccepted-AOC | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹44.7 L+₹2.3 L (5.31%)Rejected-Finance 0 0 0 NEAR DAK BUNGLOW NH 1 A NH 1A UDHAMPUR UDHAMPUR JAMMU KASHMIR 182101 | UDHAMPUR | JAMMU AND KASHMIR | 182101 | L2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical Due to not enlisted in appropriate category |
| Sl No | Description | Qty | Unit | m/s pal associates L1 | Shivam Enterprises L2 |
|---|---|---|---|---|---|
| .01Note For all items of this BOQ:- Rainwater harvesting work shall be executed as per schematic diagram enclosed with particular specification | |||||
| 1.00 | Deployment of manpower / tools / machinery etc for Boring / Drilling bore well of 300 mm dia & upto 20 metre depth below ground level, in any type of soil, for casing strainer pipe by sutable method prescribed in IS 2800 (Part I), Inculding collecting samples from different strata, preparing and submitting strata chart / bore log, Including hire & running charges of all equipments, tools , plants & machineries required for the job, all complete as per direction of Engineer-in- charge. | 40 | RM | 950 ₹38,000 Lowest | 2,000 ₹80,000 |
| 2.00 | Deployment of manpower / tools / machinery etc for Boring / Drilling bore well of 300 mm dia & upto 20 metre depth below ground level, in Rocky stratra including boulders., for casing strainer pipe by sutable method prescribed in IS 2800 (Part I), Inculding collecting samples from different strata, preparing and submitting strata chart / bore log, Including hire & running charges of all equipments, tools , plants & machineries required for the job, all complete as per direction of Engineer-in- charge. | 20 | RM | 1,650 ₹33,000 Lowest | 2,500 ₹50,000 |
| 3.00 | Supplying, assembling, lowering and fixing in vertical postion in bore well, unplasticized PVC medium well casing (CM) pipe of 150 mm dia, conformaning to IS 12818, including required hire and labour charges, fitting & accessories etc.all complete for all depths as per direction of Engineer-in-charge. | 20 | RM | 780 ₹15,600 Lowest | 900 ₹18,000 |
| 4.00 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well, screen (RMS) pipes 150 mm dia, with ribs, conformaing to IS. 12818, including hire & labour charges, fittings & accessories etc. all complete for all depths as per direction of Engineer-in-Charge. | 20 | RM | 800 ₹16,000 Lowest | 1,000 ₹20,000 |
| 5.00 | Rough excavation not exceeding 1.5 m deep and getting out in Soft / loose soil all as specified and directed by Engineer-in charge. | 78 | Cum | 150 ₹11,700 | 100 ₹7,800 Lowest |
| 6.00 | Excavating over areas, n exc 1.5 m deep and getting out in Soft / loose soil all as specified and directed by Engineer-in charge. | 153 | Cum | 160 ₹24,480 | 120 ₹18,360 Lowest |
| 7.00 | Extra over item No 06 above for each additional 1.5 m depth or part there of in depth beyond the first 1.5 m. all as specified and directed by Engineer-in charge. | 78 | Cum | 158 ₹12,324 | 150 ₹11,700 Lowest |
| 8.00 | Excavation in trenches not exceeding 1.5 Mtr wide and not exceeding 1.5 Mtr depth for foundation,etc, n.exc 10 sqm on plan and getting out in soft / loose soil complete all as specified and directed. | 360 | Cum | 320 ₹1,15,200 | 150 ₹54,000 Lowest |
| 9.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm, using excavated soil all as specified and directed by Engineer-in charge. | 341 | Cum | 139 ₹47,399 | 60 ₹20,460 Lowest |
Tender Value
₹48.5 L
EMD Value
₹97,000
Closing Date
9 Jan 2026, 6:00 pmClosed
GE E/M Lucknow
Garrison Engineer E/M, 36 LBS Marg, Lucknow Cantt, Lucknow (U.P.) PIN 226002
PROVN OF RAIN WATER HARVESTING (RWH) AT CARIAPPA ROAD PUMP HOUSE AND AT BASE HOSPITAL UNDER GE E/M LUCKNOW
2025_MES_745334_1
GE/EM/LKO/HOSP/T-56 OF 2025-2026
Open Tender
Miscellaneous Works
Item Rate
180 days
Lucknow
As per NIT
8 documents required · 8 mandatory
₹500
GE E/M Lucknow
₹97,000
Yes
25 Feb 2026
19 Dec 2025
12 Jan 2026
19 Dec 2025
9 Jan 2026
2 Jan 2026
Note For all items of this BOQ:- Rainwater harvesting work shall be executed as per schematic diagram enclosed with particular specification
Deployment of manpower / tools / machinery etc for Boring / Drilling bore well of 300 mm dia & upto 20 metre depth below ground level, in Rocky stratra including boulders., for casing strainer pipe by sutable method prescribed in IS 2800 (Part I), Inculding collecting samples from different strata, preparing and submitting strata chart / bore log, Including hire & running charges of all equipments, tools , plants & machineries required for the job, all complete as per direction of Engineer-in- charge.
Excavating over areas, n exc 1.5 m deep and getting out in Soft / loose soil all as specified and directed by Engineer-in charge.
Excavation in trenches not exceeding 1.5 Mtr wide and not exceeding 1.5 Mtr depth for foundation,etc, n.exc 10 sqm on plan and getting out in soft / loose soil complete all as specified and directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm, using excavated soil all as specified and directed by Engineer-in charge.
Removing excavated soil to a distance exc 250 m but n exc 500 m and depositing where directed at a level n'exc. 1.5 m above the starting point .
S&F UPVC Bail plug / Bottom plug sutaible for 150 mm dia pipe, fixed to the bottom of pipe assembly of tubewell as per IS:2800 (Part-I) all as specified and directed by Engineer-in charge.
M&L for cement concrete 1:5:10 type E2 using 40 mm graded stone aggregate as in foundation filling and mass concrete all as specified.
M&L for cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate as in foundation filling and mass concrete all as specified.
M&L for Brick work with Fly ash brick designation 100 Kg / Sqcm, straight or curved on plan exc 6 m mean radius built in cement mortar 1:6, using bricks of size 230 mm x 115 mm x 75 mm confirming to IS 12894, complete all as specified and as directed by Engineer-in-Charge.
M&L for Rendering 15 mm thick in cement and sand mortar 1:4 on brick work or cement concrete wall surfaces including finishing the surface even and smooth without using extra cement complete all as specified..
S&F of non woven Geotextile conforming to IS-16393 having thickness of 400 GSM, Having minimum tear Strength of 250 ASTM D4533, width wise at least 215 ASTM D4533 having puncture strength of 1550 plus as per ASTM D6241 Having elongation at Brack % of 57 plus as per ASTM D 4595 in Two layers, made out of long Fibers to hold the modules and protect liner including cutting , sizing, head welding, and needle punched for high porosity and proper percolation. Complete as per entire satisfaction of Engineer-in-Charge Note:- Each layer will measured & paid separately for payment.
Extra over for item No 23 above for add or deduct for providing & fixing FRP (FIBER REINFORCED POLYMER) based mirofilter drum / extension of 700 mm dia CGWB / GRIHA approved pure rain filtersdia Accordance to the design , drawing and specification complete as per entire satisfaction all as specified and directed by Engineer-in charge.
M&L for Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred / stopped ends etc all as specified and directed by Engineer-in charge.
M&L for Add or deduct to item No 30 above for each 25 mm girth or part thereof over or under 30 cm complete all as specified and directed by Engineer-in-charge.
S&F Framed work such as grills, gratings, etc. with ends of bars shouldered and / or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe 290, Gde-E-165 all as specified and directed by Engineer-in charge.
S&F 160 mm dia PVC ( SWR) pipes single socketed in any length with rubber ring joints fixed to walls with and including fixing clips, bends, elbow, shoes bends etc. complete all as specified and directed by Engineer-in charge.
M&L for Mild steel TMT bars 10 mm dia and over, cut to length bent to shape required including crancking, bending, spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
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