Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.7 LAccepted-AOC BANPUR BATWARA SRINAGAR 190004 J K | SRINAGAR | SRINAGAR | JAMMU AND KASHMIR | 190004 | ₹46.7 L | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹54.6 L+₹7.9 L (16.9%)Rejected-Finance WAKURA TEH LAR DISTT GANDERBAL SRINAGAR 191131 J K | GANDERBAL | JAMMU AND KASHMIR | 191131 | ₹54.6 L+₹7.9 L (16.9%) | L2 | Rejected-Finance Other than L1 Bidder |
| 3 | L3₹59.5 L+₹12.8 L (27.5%)Rejected-Finance | ₹59.5 L+₹12.8 L (27.5%) | L3 | Rejected-Finance Other than L1 Bidder |
| 4 | L4₹59.9 L+₹13.2 L (28.2%)Rejected-Finance KRAL PORA BAGH I MEHTAB NEAR MANCHOWA PETROL PUMP DISTRICT BUDGAM 190019 J K | BUDGAM | BUDGAM | J K | 190019 | ₹59.9 L+₹13.2 L (28.2%) | L4 | Rejected-Finance Other than L1 Bidder |
| 5 | L5₹63.6 L+₹16.9 L (36.2%)Rejected-Finance | ₹63.6 L+₹16.9 L (36.2%) | L5 | Rejected-Finance Other than L1 Bidder |
| Sl No | Description | Qty | Unit | m/s zeal construction co L3 | M/S RATHER CONSTRUCTION CO L4 | M/S SUHEEL CONSTRUCTIONS L1 | G N Constructions L5 | MANZOOR AHMAD SHEIKH L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating over areas, not exceeding 1.5 m deep and getting out in any type of soil complete all as specified and directed. | 720.48 | Cum | 250 ₹1,80,120 | 150 ₹1,08,072 | 50 ₹36,024 Lowest | 150 ₹1,08,072 | 250 ₹1,80,120 |
| 2.00 | Rolling and consolidating formation surface with 10 to 12 tonne power roller, including fillings in soft sports, depressions etc. which occur during rolling (for portion coming in cutting/ original ground only) to required camber and gradient etc. including watering before or during rolling, complete all as specified and directed. | 199.55 | 10 Sqm | 40 ₹7,982 Lowest | 150 ₹29,932.5 | 70 ₹13,968.5 | 60 ₹11,973 | 100 ₹19,955 |
| 3.00 | M&L 200 mm thick (spread thickness) soling or sub base with broken boulders or quarried stone of size 100 mm to 50 mm deposited, spread and levelled in one layer, interstices filled, surface formed and rolled and consolidated to required gradient and camber with 10 to 12 tonne power roller, complete all as specified and directed. | 199.55 | 10 Sqm | 4,000 ₹7,98,200 | 2,500 ₹4,98,875 | 2,300 ₹4,58,965 Lowest | 3,800 ₹7,58,290 | 2,600 ₹5,18,830 |
| 4.00 | M&L 150 mm thick (compacted thickness) of WBM in two layers each layer of 75 mm compacted thickness with coarse aggregate grading 2 (63 to 40 mm size) or grading 3 (50 to 20 mm size) spread, rolled with 10 to 12 tonne power roller and consolidated to required gradient and camber of granite trap or Basalt complete all as specified and directed. | 199.55 | 10 Sqm | 3,500 ₹6,98,425 | 3,000 ₹5,98,650 | 3,200 ₹6,38,560 | 3,300 ₹6,58,515 | 2,600 ₹5,18,830 Lowest |
| 5.00 | M&L Preparation of WBM surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaning surface with machanical air blower to remove all loose dirt/foregin materails and applying evenly a priming coat with bituminous primer (Viscosity Grade Paving Bitumen of Grade VG-10) at the rate of 10 kg per 10 Sqm of surface complete all as specified and directed. | 199.55 | 10 Sqm | 900 ₹1,79,595 | 600 ₹1,19,730 | 250 ₹49,887.5 | 950 ₹1,89,572.5 | 150 ₹29,932.5 Lowest |
| 6.00 | M&L 50mm thick Premix bituminous, macadam laid/rolled with minimum 4% binder content of paving bitumen of grade VG-30 by weight of total mix, laid with using mechanical paver and compacted to required gradient and camber (consolidated thickness 75mm or less) complete all as specified and directed.
Notes :-
(i) Premixed Bituminuous Macadam shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper.
(ii) The exact bitumen content required shall be determined following the Mix Design procedure contained in the Asphalt Institute Manual MS-2 (Sith Edition) as referred in case 3.5.3 of IRC 111:2009. The adjustment in rate shall be priced at the rate of Rs. 60.00 per Kg of bitumen. | 99.78 | Cum | 11,000 ₹10,97,580 | 11,000 ₹10,97,580 | 6,000 ₹5,98,680 Lowest | 12,500 ₹12,47,250 | 8,200 ₹8,18,196 |
| 7.00 | M&L Preparation of black top surfaces by brushing with wire brushes for removing crack mud etc, sweeping with brooms and finally fanning the cleaning surface with machanical air blower to remove all loose dirt/foregin materails and applying evenly a priming coat with bituminous primer (Viscosity Grade Paving Bitumen of Grade VG-10) at the rate of 5 kg per 10 Sqm of surface laying bituminous premix semi dense asphaltic concrete 40 mm consolidated thickness with 5.5% paving bitumen (VG-30) of binder content by weight of total mix, rolled and compacted to required camber and gradient to uniform smooth surfaces by mechanical paver and rolled with 8 to 12 tonne power roller, complete all as specified and directed.
Notes :-
(i) Job mix formula shall be approved by GE/AGE(I).
(ii) Paving bitumen primer of grade VG-10 for tack coat and bitumen of grade VG-30 for semi dense asphaltic concrete shall be used.
(iii) Design mix shall be got done by the contractor at his own expenses from NABL/ Govt Approved laboratory as decided by GE/AGE (I).
(iv) The contractor shall quote his rates by considering binder content @ 5% of total mix by weight. However, in case of any variation in weight of binder content on lower side as per actual design mix, the same shall be adjusted @ Rs 60/- per Kg of bitumen. | 199.55 | 10 Sqm | 5,600 ₹11,17,480 | 6,000 ₹11,97,300 | 5,200 ₹10,37,660 | 7,500 ₹14,96,625 | 4,350 ₹8,68,042.5 Lowest |
| 8.00 | M&L Continuous brick edging with width equal to the width of the bricks of whole burnt bricks, Sub Class 'B' laid dry on end vertically including embedding bricks including necessary earthwork, complete all as specified and directed. | 840 | RM | 150 ₹1,26,000 | 400 ₹3,36,000 | 160 ₹1,34,400 | 100 ₹84,000 Lowest | 300 ₹2,52,000 |
| 9.00 | M&L Painting lines, dashes, arrows, letters, etc on roads, pavements and like exceeding 10 cm wide with road marking paint, white or golden yellow, complete all as specified and directed. | 84 | Sqm | 150 ₹12,600 Lowest | 700 ₹58,800 | 600 ₹50,400 | 350 ₹29,400 | 700 ₹58,800 |
| 10.00 | Removing surplus excavated materials (surplus soil) to a distance not exceeding 50 M and depositing where directed at a level not exceeding 1.5 M above the starting point, complete all as specifed and directed. | 921 | Cum | 50 ₹46,050 | 80 ₹73,680 | 50 ₹46,050 | 20 ₹18,420 Lowest | 410 ₹3,77,610 |
Tender Value
₹60.4 L
EMD Value
₹1.2 L
Closing Date
19 Aug 2026, 6:00 pmClosed
Col Gaurav Kinha CWE
HQ 134 WE C/o 56 APO PIN-914134
PROVISION OF PERIMETER ROAD WITH 02 X GATES (IN AND OUT) AT INDUCTION YARD (NEW LOCATION) OF ENGINEER SUB PARK (420 RM OF ROAD) AT OAF MIL STN UNDER AGE (I) (P) SRINAGAR
2026_MES_774067_1
134WE-25(T)/2026-27
Open Tender
Civil Works - Roads
Item Rate
240 days
Old Air Field
As per tender documents
8 documents required · 8 mandatory
₹1,000
AGE (I) (P)
₹1.2 L
11 Sept 2026
22 Jun 2026
22 Aug 2026
22 Jun 2026
19 Aug 2026
30 Jul 2026
22 Jun 2026 - 29 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating over areas, not exceeding 1.5 m deep and getting out in any type of soil complete all as specified and directed. | 720.48 | Cum | - | - |
| 2 | Rolling and consolidating formation surface with 10 to 12 tonne power roller, including fillings in soft sports, depressions etc. which occur during rolling (for portion coming in cutting/ original ground only) to required camber and gradient etc. including watering before or during rolling, complete all as specified and directed. | 199.55 | 10 Sqm | - | - |
| 3 | M&L 200 mm thick (spread thickness) soling or sub base with broken boulders or quarried stone of size 100 mm to 50 mm deposited, spread and levelled in one layer, interstices filled, surface formed and rolled and consolidated to required gradient and camber with 10 to 12 tonne power roller, complete all as specified and directed. | 199.55 | 10 Sqm | - | - |
| 4 | M&L 150 mm thick (compacted thickness) of WBM in two layers each layer of 75 mm compacted thickness with coarse aggregate grading 2 (63 to 40 mm size) or grading 3 (50 to 20 mm size) spread, rolled with 10 to 12 tonne power roller and consolidated to required gradient and camber of granite trap or Basalt complete all as specified and directed. | 199.55 | 10 Sqm | - | - |
| 5 | M&L Preparation of WBM surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaning surface with machanical air blower to remove all loose dirt/foregin materails and applying evenly a priming coat with bituminous primer (Viscosity Grade Paving Bitumen of Grade VG-10) at the rate of 10 kg per 10 Sqm of surface complete all as specified and directed. | 199.55 | 10 Sqm | - | - |
| 6 | M&L 50mm thick Premix bituminous, macadam laid/rolled with minimum 4% binder content of paving bitumen of grade VG-30 by weight of total mix, laid with using mechanical paver and compacted to required gradient and camber (consolidated thickness 75mm or less) complete all as specified and directed.
Notes :-
(i) Premixed Bituminuous Macadam shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper.
(ii) The exact bitumen content required shall be determined following the Mix Design procedure contained in the Asphalt Institute Manual MS-2 (Sith Edition) as referred in case 3.5.3 of IRC 111:2009. The adjustment in rate shall be priced at the rate of Rs. 60.00 per Kg of bitumen. | 99.78 | Cum | - | - |
| 7 | M&L Preparation of black top surfaces by brushing with wire brushes for removing crack mud etc, sweeping with brooms and finally fanning the cleaning surface with machanical air blower to remove all loose dirt/foregin materails and applying evenly a priming coat with bituminous primer (Viscosity Grade Paving Bitumen of Grade VG-10) at the rate of 5 kg per 10 Sqm of surface laying bituminous premix semi dense asphaltic concrete 40 mm consolidated thickness with 5.5% paving bitumen (VG-30) of binder content by weight of total mix, rolled and compacted to required camber and gradient to uniform smooth surfaces by mechanical paver and rolled with 8 to 12 tonne power roller, complete all as specified and directed.
Notes :-
(i) Job mix formula shall be approved by GE/AGE(I).
(ii) Paving bitumen primer of grade VG-10 for tack coat and bitumen of grade VG-30 for semi dense asphaltic concrete shall be used.
(iii) Design mix shall be got done by the contractor at his own expenses from NABL/ Govt Approved laboratory as decided by GE/AGE (I).
(iv) The contractor shall quote his rates by considering binder content @ 5% of total mix by weight. However, in case of any variation in weight of binder content on lower side as per actual design mix, the same shall be adjusted @ Rs 60/- per Kg of bitumen. | 199.55 | 10 Sqm | - | - |
| 8 | M&L Continuous brick edging with width equal to the width of the bricks of whole burnt bricks, Sub Class 'B' laid dry on end vertically including embedding bricks including necessary earthwork, complete all as specified and directed. | 840 | RM | - | - |
| 9 | M&L Painting lines, dashes, arrows, letters, etc on roads, pavements and like exceeding 10 cm wide with road marking paint, white or golden yellow, complete all as specified and directed. | 84 | Sqm | - | - |
| 10 | Removing surplus excavated materials (surplus soil) to a distance not exceeding 50 M and depositing where directed at a level not exceeding 1.5 M above the starting point, complete all as specifed and directed. | 921 | Cum | - | - |
stage.html
html • 0.06 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.53 MB
PS25.pdf
Tender Documents • 1.20 MB
BOQ_866760.xls
BOQ • 6.36 MB
drawing25T.pdf
Additional Documents • 0.38 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .