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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
₹50.0 L
EMD Value
₹99,900
Closing Date
11 Nov 2026, 6:00 pm2d left
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
CWE AF SRINAGAR
CWE AF SRINAGAR
REPAIR RESURFACING OF PERIMETER ROAD WORK FROM LALGAON GATE TO 154 HU UNDER GE AF SRINAGAR
2026_MES_795179_1
CWE(AF)SGR/AWA-39/2026-27
Open Tender
Civil Works
Item Rate
180 days
GE AF SRINAGAR
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
Yes
GE AF SRINAGAR
₹99,900
Yes
22 Oct 2026
22 Oct 2026
16 Nov 2026
22 Oct 2026
11 Nov 2026
6 Nov 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Scarify or picking graveled, macadam or bituminous macadam surfaces in area not exceeding 400 Square metre ( exceeding 50 mm but n exc 100mm deep) including removing the material to a distance not exceeding 50 metre and stacking complete all specified and directed. | 10 | Xsqm | - | - |
| 2 | Repair to pot holes any depth not exceeding 1.0 Sqm each including sweeping free from dust and mud or water scoring sunken surfaces in roads, paths etc, cutting around edges to at least 25mm the depth, making good by applying tack coat @ 5 kg per 10 sq m, putting in screened & graded road metal, well rammed and sealed with binder 9.8 kg per 10 sq m, blinded well rammed (including supply of road metal, binder and chippings).depth of potholes exc 30 mm complete all as specified and directed | 5 | Xsqm | - | - |
| 3 | Laying and compacting 75 mm thick (compacted
thickness) Wet Mix Macadam (WMM) grading as pe
table 400-13 of MORTH specifications for Road and
Bridge works 2013 manufactured in WMM plant
material comprising of clean, crushed, graded
aggregate and granular material premixed with wate
to a dense mass, spreading with sensor paver and
rolling with vibratory roller of capacity 80-1 OOKN
static weight and consolidating to required gradien
and camber complete all as specified and directed
The finished surface tolerances to be as per Table
900-1 of MORTH specifications for Road and Bridge
works 2013 | 10 | Xsqm | - | - |
| 4 | Preparing Wet Mix Macadam (WMM) surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally the cleaned surfaces with power sweeper or compressor to remove all loose dirt etc, applying evenly a priming/ tack coat with bituminous primer using paving bitumen (VG-10) at 10 kg per 10 sq metre of road complete all as specified and directed. | 10 | Xsqm | - | - |
| 5 | M&L for premix bituminous macadam with 4% paving using bitumen VG-30 paving grade(50-70 penetration) bitumen binder, laid/rolled and compacted to required gradient and camber (consolidated avg 50 mm thickness) up to maximum 75mm or less with 8 to 10 tonne power roller, complete all as specified and directed complete all as specified and directed | 6 | Cum | - | - |
| 6 | M&L Applying evenly a priming with bituminous primer using paving Bitumen VG-10 @ 2.5 Kg/10 Sqm over bituminous macadam surfaces,complete all as specified and directed. | 15 | 10 Sqm | - | - |
| 7 | M&L for Preparing black top surfaces brushing with wire brushes for removing caked mud etc, sweeping with brooms as and finally fanning the cleaned surface with gunny bag to remove all loose dirt’s etc and applying evenly a priming tack coat with tar boiler or cold emulsion as per weather condition with sprinkler (site requirement) on existing black top surfaces with paving bitumen primer using bitumen VG-10 paving grade(80-100 penitration) @ 5 Kg/10 Sqm complete all as specified and directed | 945 | Per 10 Sqm | - | - |
| 8 | M&L for Bituminous VG-30 premix semi-dense asphaltic concrete 40mm consolidated thickness with 5.5% binder content by weight of total mix, rolled and compacted to required camber and gradient rolling/compacted with 8 to 10 tonne power roller, complete surface complete all as specified and directed. (To be prepared in hot mix plant and to be laid through machanical paver.)
Note :-
(a) preparation of mix in hot mix plant,spreading by self propelling mechanical paver and rolling and compection by set of rollers as specified in PS shall be camed out. Hot mix plant may be installed at any distance but the Contractor shall be responsible for maintaning the required temarature of mix under all conditions till it is laid and compected and. unit rate against these items shall be include for carrying and no delay in completion of work shall be acceptable on this account. | - | Per 10 Sqm | - | - |
| 9 | S&F in repair Metal tubular dealineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300mm) type B1 complete all as specified and directed | 50 | Each | - | - |
| 10 | S&F in repair Solar cat eye (Solar Stud) aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/ 0.3 watt one NI-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions etc all as specified and directed | 10 | Ecah | - | - |
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