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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹9.5 L
EMD Value
₹18,980
Closing Date
11 Nov 2026, 6:00 pmDue tomorrow
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
AGE (I) Ayodhya
Asst Garrison Engineer (I), Military Engineer Services, Ayodhya Cantt PIN-224001
PROVN OF ARTIFICIAL RECHARGE STRUCTURES FOR RAIN WATER HARVESTING NEAR BUNGLOW NO 24 AT AYODHYA UNDER AGE (I) AYODHYA CANTT.
2026_MES_794979_1
8400/227/E8
Open Tender
Civil Works
Item Rate
180 days
AGE (I) Ayodhya
All as per NIT and Tender Documents
8 documents required · 8 mandatory
₹500
AGE (I) Ayodhya Cantt
₹18,980
Yes
21 Oct 2026
21 Oct 2026
19 Nov 2026
22 Oct 2026
11 Nov 2026
5 Nov 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Boring/Drilling bore well of required dia for casing strainer pipe by suitable method prescribed in IS 2800 (Part I), including collecting samples from different strata, preparing and submittin strata chart/bore log, including hire & running charges of all equipment's, tools, plants & machineries required for the job, all complete as per direction of engineer-in-charge, upto 90 metre depth below ground leve (a) all type of soil 300 mm dia. | 20 | RM | 1.25 | ₹25 |
| 2 | Rocky strata including boulders 300 dia | 20 | RM | - | - |
| 3 | Supply, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well casing (CM) pipe of required dia, confirming to IS 12818, including required hire and labour charges, fittings and accessories etc all complete for all depths as per direction of engineer-in-charge 150 mm nominal size dia. | 20 | RM | -1.25 | - |
| 4 | Supply, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well. Screen (RMS) pipes with ribs confirming to IS 12818, including hire and labour charges, fittings and accessories etc all complete for all depths as per direction of engineer-in-charge 150 mm nominal size dia. | 20 | RM | -2.5 | - |
| 5 | Rough excavation not exceeding 1.5m deep and getting out soft/loose soil | 27.72 | Cum | -3.75 | - |
| 6 | Excavation over area n exc 1.50 m deep and getting out | 35.39 | Cum | -5 | - |
| 7 | Rough excavation and excvation over area exc 1.50 mtr n exc 3.00 mtr additional depth beyond the first 1.50m. Hard/dence soil | 24.38 | Cum | -6.25 | - |
| 8 | Gravel packing in tube well construction in accordance with IS 4097, including providing gravel fine/medium coarse, in required grading and sizes as per actual requirement all complete as per direction of Engineer-in-Charge | 2.12 | Cum | -7.5 | - |
| 9 | Returning filling in including spreading, levelling, watering and well ramming in layers n. exc 25cm thick all as specified. | 72.58 | Cum | -8.75 | - |
| 10 | Providing and fixing Bail plug/Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS: 2800 (Part I) | 1 | Each | -10 | - |
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BOQ_891605.xls
BOQ • 0.31 MB
TENDERDOCS.pdf
Tender Documents • 0.91 MB
MakeList.pdf
Additional Documents • 0.57 MB
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