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Tender Value
₹2.3 Cr
EMD Value
₹3.0 L
Closing Date
5 Aug 2026, 6:00 pm
CE 31 Srinagar Zone
HQ CE 31 Srinagar Zone
AUGUMENTATION OF EXISTING SEWAGE INFRA, AREA DRAINAGE INCLUDING PROVISION OF UNDERGROUND SUMPS AT HAFT CHINAR UNDER GE 970 EWS
2026_MES_772723_1
800184
Open Tender
Civil Works
450 days
GE 970 EWS
As per tender documents
11 documents required · 11 mandatory
₹2,000
GE 970 EWS
₹3.0 L
Yes
2 Jul 2026
2 Jul 2026
7 Aug 2026
2 Jul 2026
5 Aug 2026
31 Jul 2026
2 Jul 2026 - 13 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 2LUMPSUM/ OTHER PRE-PRICED PROVISIONAL SCHEDULES OF WORKS | |||||
| 2.01 | Lump sum price worked out by the contractor for BUILDING WORKS carried forward from Pre-Priced Schedule 'A' Part-I. | 1 | Each | 99,12,454 | ₹99,12,454 |
| 2.02 | Lump sum price worked out by the contractor for SEWAGE DISPOSAL WORKS carried forward from Pre-Priced Schedule 'A' Part-II. | 1 | Each | 47,76,353.3 | ₹47,76,353.3 |
| 2.03 | Lump sum price worked out by the contractor for ROAD, PATH AND CULVERT WORKS carried forward from Pre-Priced Schedule 'A' Part-III. | 1 | Each | 3,62,306.18 | ₹3,62,306.18 |
| 2.04 | Lump sum price worked out by the contractor for AREA DRAINAGE WORKS carried forward from Pre-Priced Schedule 'A' Part-IV. | 1 | Each | 63,75,858.36 | ₹63,75,858.36 |
| 2.05 | Lump sum price worked out by the contractor for EXTERNAL WATER SUPPLY WORKS carried forward from Pre-Priced Schedule 'A' Part-V. | 1 | Each | 1,23,371.21 | ₹1,23,371.21 |
| 2.06 | Lump sum price worked out by the contractor for SITE CLEARANCE & EARTHWORKS carried forward from Pre-Priced Schedule 'A' Part-VI. | 1 | Each | 14,92,199.5 | ₹14,92,199.5 |
| 3MISCELLANEOUS ITEMS OF WORKS (SCHEDULE 'A' PART-VII) (A) SEWAGE DISPOSAL WORKS | |||||
| 3.01 | Demolition/Cutting of existing road, black top surfaces of any description and in any position not otherwise specified to through sewage line and making good to disturbed surfaces with returning & filling earth incl ramming, hard core 100mm thick, PCC 1:2:4 type B1 20mm graded crushed stone aggregate 75mm thick over subbase of PCC 1:4:8 type D2 40mm graded crushed stone aggregare 100 mm thick to match the existing surfaces complete all as specified and directed. | 10 | Running Metre | - | - |
| 4(B) EXTERNAL WATER SUPPLY WORKS | |||||
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details.html
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Tendernotice_1.pdf
PDF • 0.21 MB
BOQ_868823.xls
BOQ • 3.71 MB
TenderhalfChinarMerged.pdf
Tender Documents • 1.43 MB
DrgHalfChinar.pdf
Additional Documents • 4.43 MB
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