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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹78.2 LAdmitted-Finance | ₹78.2 L | L1 | Admitted-Finance |
| 2 | L2₹80.5 L+₹2.3 L (2.95%)Admitted-Finance D 91 BLOCK D AMITY GREEN HASEMAU LUCKNOW PIN 226028 | LUCKNOW | LUCKNOW | UTTAR PRADESH | 226028 | ₹80.5 L+₹2.3 L (2.95%) | L2 | Admitted-Finance |
| 3 | L3₹84.0 L+₹5.8 L (7.43%)Admitted-Finance A 1 DEEPMALA BUNGLOW CADILLA ROAD GODASAR AHMEDABAD CITY | ₹84.0 L+₹5.8 L (7.43%) | L3 | Admitted-Finance |
| 4 | L4₹92.9 L+₹14.8 L (18.9%)Admitted-Finance | ₹92.9 L+₹14.8 L (18.9%) | L4 | Admitted-Finance |
| 5 | L5₹95.1 L+₹17.0 L (21.7%)Admitted-Finance | ₹95.1 L+₹17.0 L (21.7%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S A P CONSTRUCTION L6 | M/S CHANDRIKA PRASAD AND SONS L4 | A ONE ENGINEERING L3 | Matrubhoomi Construction L2 | awashyakta enterprises L1 | M/s SHIVAM CONSTRUCTIONS L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | M&L for repair to potholes any depth, not exc 1 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth, making good by applying tack coat @ 5 Kg per 10 Sqm with paving bitumminous primer VG-10 grade and putting required (consolidated thickness) bituminous premixed asphaltic semi dense concrete with 5% paving binder content VG-30 Grade by weight of total mix, rolled and compacted to required camber and gradient to a uniform smooth surface with 8 to 10 tonne power roller for pot holes exc 30mm depth complete all as specified and directed. | 1 | X Sqm | 1,250 ₹1,250 | 1,100 ₹1,100 | 1,000 ₹1,000 Lowest | 3,000 ₹3,000 | 1,000 ₹1,000 Lowest | 2,000 ₹2,000 |
| 2.00 | M&L for preparing black top surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc. and applying evenly a priming / tack coat with paving bituminous primer VG-10 grade @ 5 Kg per Ten Sqm on black top road surface and applying 30mm thick (consolidated thickness) bituminous premixed semi dense asphaltic concrete with 5.5% paving bitumen binder content VG-30 Grade by weight of total mix, rolled and compacted to required camber and gradient to a uniform smooth surface with 8 to 10 tonne power roller complete all as specified and directed.
Note:- (i) Bituminous premix asphaltic semi dense concrete work shall be executed as per design mix as approved by GE.
(ii) The binder content specified is minimum. Any variation in binder content during design mix at site on plus side shall be borne by the contractor without any extra cost to Government.
(iii) Premixing shall be done by using Hot Mix plant and laying shall be done by using mechanical paver. complete all as specified and directed.
(iv) Contractor shall quote his rates by considering binder content as 5.5% of the total mix by weight. However in case of any variation in the weight of binder on minus side as per actual mix design, the same shall be adjusted @ Rs 40 per Kg. | 723 | X Sqm | 6,200 ₹44,82,600 | 6,000 ₹43,38,000 | 5,500 ₹39,76,500 | 4,619 ₹33,39,537 Lowest | 5,000 ₹36,15,000 | 5,000 ₹36,15,000 |
| 3.00 | M&L for scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exc 400 Sqm and depth exc 50mm but n.exc 100mm deep including stacking usable materials for reuse and removing rubbish to a distance n.exc 50mm, complete all as specified and directed. | 5 | X Sqm | 2,300 ₹11,500 | 2,100 ₹10,500 | 2,000 ₹10,000 | 200 ₹1,000 Lowest | 2,000 ₹10,000 | 500 ₹2,500 |
| 4.00 | M&L for 75mm thick (compacted thickness) WBM with coarse aggregates of grading 2 (63 to 40mm size) or grading 3 (50 to 20mm size), using lime stone, sand stone, flint or quartzite, aggregate, spread, rolled and consolidated to gradient and camber required using 8 to 10 tonne power road roller complete all as specified and directed by Engineer in Charge. | 4 | X Sqm | 3,400 ₹13,600 Lowest | 3,400 ₹13,600 Lowest | 3,500 ₹14,000 | 3,800 ₹15,200 | 3,500 ₹14,000 | 5,000 ₹20,000 |
| 5.00 | All as per Sl item No. 4 above but except materials coarse. | 1 | X Sqm | 3,200 ₹3,200 | 3,000 ₹3,000 | 3,000 ₹3,000 | 1,500 ₹1,500 Lowest | 3,000 ₹3,000 | 2,500 ₹2,500 |
| 6.00 | M&L for preparing unsurfaced WBM surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc. and applying evenly a priming / tack coat with paving bituminous primer VG-10 grade @ 10 Kg per Ten Sqm on black top road surface and applying 30mm thick (consolidated thickness) bituminous premixed semi dense asphaltic concrete with 5.5% paving bitumen binder content VG-30 Grade by weight of total mix, rolled and compacted to required camber and gradient to a uniform smooth surface with 8 to 10 tonne power roller complete all as specified and directed.
Note:- (i) Bituminous premix asphaltic semi dense concrete work shall be executed as per design mix as approved by GE.
(ii) The binder content specified is minimum. Any variation in binder content during design mix at site on plus side shall be borne by the contractor without any extra cost to Government.
(iii) Premixing shall be done by using Hot Mix plant and laying shall be done by using mechanical paver. complete all as specified and directed.
(iv) Contractor shall quote his rates by considering binder content as 5.5% of the total mix by weight. However in case of any variation in the weight of binder on minus side as per actual mix design, the same shall be adjusted @ Rs 40 per Kg. | 5 | X Sqm | 6,800 ₹34,000 | 6,500 ₹32,500 | 4,500 ₹22,500 | 3,800 ₹19,000 Lowest | 4,500 ₹22,500 | 6,000 ₹30,000 |
| 7.00 | M&L for bituminous macadam using paving bitumen (VG-30) any penetration @ 4% by weight of total mix laid/rolled compacted to required gradient and camber (Consolidated thickness 75mm or less as directed.
Note:- (i) Bituminous premix asphaltic semi dense concrete work shall be executed as per design mix as approved by GE.
(ii) The binder content specified is minimum. Any variation in binder content during design mix at site on plus side shall be borne by the contractor without any extra cost to Government.
(iii) Macadum shall be done by using Hot Mix plant.
(iv) Contractor shall quote his rates by considering binder content as 4.1% of the total mix by weight. However in case of any variation in the weight of binder on minus side as per actual mix design, the same shall be adjusted @ Rs 40 per Kg. | 41 | Cum | 9,000 ₹3,69,000 | 9,000 ₹3,69,000 | 8,000 ₹3,28,000 | 4,500 ₹1,84,500 Lowest | 8,000 ₹3,28,000 | 12,000 ₹4,92,000 |
| 8.00 | Demolition of brick work or stone/ boulder masonry, built in cement mortar or cement lime mortar including all quions, arches, pillars, etc. but excluding ashlar facing, dressed stone work and precast concrete articles etc. complete all as specified and directed. | 4 | Cum | 330 ₹1,320 | 259 ₹1,036 | 200 ₹800 | 100 ₹400 Lowest | 200 ₹800 | 2,000 ₹8,000 |
| 9.00 | M&L for brick work with sub class B bricks straight or curve on plan exc 6m mean radius built n cement mortar 1:6, complete all as specified and directed. | 4 | Cum | 4,499 ₹17,996 | 4,100 ₹16,400 | 4,000 ₹16,000 Lowest | 5,850 ₹23,400 | 4,000 ₹16,000 Lowest | 8,000 ₹32,000 |
| 10.00 | Demolition of cement concrete in ground floors and paving n.exc 15 cm thickness (below or above ground level) complete all as specified and directed. | 150 | Cum | 180 ₹27,000 | 150 ₹22,500 | 150 ₹22,500 | 100 ₹15,000 Lowest | 150 ₹22,500 | 1,000 ₹1,50,000 |
Tender Value
₹77.6 L
EMD Value
₹1.4 L
Closing Date
16 Jun 2026, 6:00 pmClosed
HQ CWE PRAYAGRAJ
HQ CWE NEW CANTT PRAYAGRAJ
SPECIAL REPAIR TO OTM/INSTLN ROAD ALONGWITH ROAD FURNITURE, ROAD BREAKERS, PRISMATIC SIGN BOARD (ARROW/TURNING/OTM FORMATION NAME ETC) AT AYODHYA CANTT UNDER AGE (I) AYODHYA.
2026_MES_766261_1
82099/AYD/E8
Open Tender
Civil Works
Item Rate
180 days
Ayodhya
Class C and Category a(v)
6 documents required · 6 mandatory
₹1,000
AGE (I) Ayodhya
₹1.4 L
Yes
29 Jul 2026
19 May 2026
23 Jun 2026
19 May 2026
16 Jun 2026
9 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | M&L for repair to potholes any depth, not exc 1 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth, making good by applying tack coat @ 5 Kg per 10 Sqm with paving bitumminous primer VG-10 grade and putting required (consolidated thickness) bituminous premixed asphaltic semi dense concrete with 5% paving binder content VG-30 Grade by weight of total mix, rolled and compacted to required camber and gradient to a uniform smooth surface with 8 to 10 tonne power roller for pot holes exc 30mm depth complete all as specified and directed. | 1 | X Sqm | 1.25 | ₹1.25 |
| 2 | M&L for preparing black top surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc. and applying evenly a priming / tack coat with paving bituminous primer VG-10 grade @ 5 Kg per Ten Sqm on black top road surface and applying 30mm thick (consolidated thickness) bituminous premixed semi dense asphaltic concrete with 5.5% paving bitumen binder content VG-30 Grade by weight of total mix, rolled and compacted to required camber and gradient to a uniform smooth surface with 8 to 10 tonne power roller complete all as specified and directed.
Note:- (i) Bituminous premix asphaltic semi dense concrete work shall be executed as per design mix as approved by GE.
(ii) The binder content specified is minimum. Any variation in binder content during design mix at site on plus side shall be borne by the contractor without any extra cost to Government.
(iii) Premixing shall be done by using Hot Mix plant and laying shall be done by using mechanical paver. complete all as specified and directed.
(iv) Contractor shall quote his rates by considering binder content as 5.5% of the total mix by weight. However in case of any variation in the weight of binder on minus side as per actual mix design, the same shall be adjusted @ Rs 40 per Kg. | 723 | X Sqm | 2.25 | ₹1,626.75 |
| 3 | M&L for scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exc 400 Sqm and depth exc 50mm but n.exc 100mm deep including stacking usable materials for reuse and removing rubbish to a distance n.exc 50mm, complete all as specified and directed. | 5 | X Sqm | 3.25 | ₹16.25 |
| 4 | M&L for 75mm thick (compacted thickness) WBM with coarse aggregates of grading 2 (63 to 40mm size) or grading 3 (50 to 20mm size), using lime stone, sand stone, flint or quartzite, aggregate, spread, rolled and consolidated to gradient and camber required using 8 to 10 tonne power road roller complete all as specified and directed by Engineer in Charge. | 4 | X Sqm | 4.25 | ₹17 |
| 5 | All as per Sl item No. 4 above but except materials coarse. | 1 | X Sqm | 5.25 | ₹5.25 |
| 6 | M&L for preparing unsurfaced WBM surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc. and applying evenly a priming / tack coat with paving bituminous primer VG-10 grade @ 10 Kg per Ten Sqm on black top road surface and applying 30mm thick (consolidated thickness) bituminous premixed semi dense asphaltic concrete with 5.5% paving bitumen binder content VG-30 Grade by weight of total mix, rolled and compacted to required camber and gradient to a uniform smooth surface with 8 to 10 tonne power roller complete all as specified and directed.
Note:- (i) Bituminous premix asphaltic semi dense concrete work shall be executed as per design mix as approved by GE.
(ii) The binder content specified is minimum. Any variation in binder content during design mix at site on plus side shall be borne by the contractor without any extra cost to Government.
(iii) Premixing shall be done by using Hot Mix plant and laying shall be done by using mechanical paver. complete all as specified and directed.
(iv) Contractor shall quote his rates by considering binder content as 5.5% of the total mix by weight. However in case of any variation in the weight of binder on minus side as per actual mix design, the same shall be adjusted @ Rs 40 per Kg. | 5 | X Sqm | 2.25 | ₹11.25 |
| 7 | M&L for bituminous macadam using paving bitumen (VG-30) any penetration @ 4% by weight of total mix laid/rolled compacted to required gradient and camber (Consolidated thickness 75mm or less as directed.
Note:- (i) Bituminous premix asphaltic semi dense concrete work shall be executed as per design mix as approved by GE.
(ii) The binder content specified is minimum. Any variation in binder content during design mix at site on plus side shall be borne by the contractor without any extra cost to Government.
(iii) Macadum shall be done by using Hot Mix plant.
(iv) Contractor shall quote his rates by considering binder content as 4.1% of the total mix by weight. However in case of any variation in the weight of binder on minus side as per actual mix design, the same shall be adjusted @ Rs 40 per Kg. | 41 | Cum | 4.25 | ₹174.25 |
| 8 | Demolition of brick work or stone/ boulder masonry, built in cement mortar or cement lime mortar including all quions, arches, pillars, etc. but excluding ashlar facing, dressed stone work and precast concrete articles etc. complete all as specified and directed. | 4 | Cum | 2.25 | ₹9 |
| 9 | M&L for brick work with sub class B bricks straight or curve on plan exc 6m mean radius built n cement mortar 1:6, complete all as specified and directed. | 4 | Cum | 3.25 | ₹13 |
| 10 | Demolition of cement concrete in ground floors and paving n.exc 15 cm thickness (below or above ground level) complete all as specified and directed. | 150 | Cum | 4.25 | ₹637.5 |
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