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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAdmitted-Finance 86 MAHEWA EAST NAINI PRAYAGRAJ U P | PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | 211008 | ₹1.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.1 Cr+₹4.8 L (4.58%)Admitted-Finance AT PO DERA COLLIERY TALCHER DIST ANGUL ODISHA PIN 759103 | ANUGUL | ODISHA | 759103 | ₹1.1 Cr+₹4.8 L (4.58%) | L2 | Admitted-Finance |
| 3 | L3₹1.3 Cr+₹22.7 L (21.9%)Admitted-Finance 245A 7A 1 JAYANTIPUR GOKUL AWAS YOJNA SULEM SARAI PRAYAGRAJ UTTAR PRADESH | PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | 211011 | ₹1.3 Cr+₹22.7 L (21.9%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S A P CONSTRUCTION L2 | MOHAMMAD RIZWAN CONTRACTOR L1 | R.K.ASSOCIATES L3 |
|---|---|---|---|---|---|---|
| 1.00 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400 sqm and not excceding 50 mm deep, complete all as specified and directed. | 382.05 | X Sqm | 40 ₹15,282 Lowest | 100 ₹38,205 | 100 ₹38,205 |
| 2.00 | Screening road metal, Chippings, etc. on the site of the work, when specially ordered, including removing screened materials clear of screen and stacking in separate heaps for measuring (Materials from both sides of screen measured), complete all as specified and directed. | 28.65 | Cum | 100 ₹2,865 Lowest | 500 ₹14,325 | 250 ₹7,162.5 |
| 3.00 | M&L for 150 mm thick thick (compacted thickness) WBM in two layer (75 mm thick each layer ), with coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated with 8 to 12 tonne power roller to required gradient ,camber and super elevation required complete all as specified and directed.
Note:- Each layer shall be laid and rolled separately. | 402.63 | X Sqm | 2,900 ₹11,67,627 Lowest | 3,200 ₹12,88,416 | 3,490 ₹14,05,178.7 |
| 4.00 | Labour Only (except coarse aggregate material) 75 mm thick (compacted thickness) WBM, with coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated with 8 to 12 tonne power roller to required gradient ,camber and super elevation required complete all as specified and directed.
Note:-Coarse aggregate shall be reused as obtained from item No-1 & 2. | 43.5 | X Sqm | 485 ₹21,097.5 Lowest | 2,000 ₹87,000 | 750 ₹32,625 |
| 5.00 | M&L for rolling and consolidering the formation surface of earthing road and providing 150 mm thick soiling(spread thickness) with broken boulders or quarried stone,interstices filled,surface formed,rolled and consolidated to required gradient and camber with 8 to 10 tonne power roller complete all as specified and directed. | 64.08 | X Sqm | 2,800 ₹1,79,424 | 3,000 ₹1,92,240 | 1,600 ₹1,02,528 Lowest |
| 6.00 | M&L for preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt applying evenly a priming/tack coat with mechanical sprayer over old black top surfaces with bituminous primer (paving bitumen) at 5kg per 10 sq metre etc.complete all as specified and directed. | 546.02 | X Sqm | 200 ₹1,09,204 | 50 ₹27,301 Lowest | 300 ₹1,63,806 |
| 7.00 | 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 surface with gunny bags to remove all loose dirt applying evenly a priming/tack coat with mechanical sprayer over old black top surfaces with bituminous primer (paving bitumen) at 10kg per 10 sq metre etc.complete all as specified and directed. | 446.13 | X Sqm | 350 ₹1,56,145.5 | 55 ₹24,537.15 Lowest | 300 ₹1,33,839 |
| 8.00 | M&L for Bituminous Macadam with 100-120 TPH hot mix plant producing an average output of 75 ton per hour using crushed stone aggregate of specified grading premixed with bitminous binder binder VG-30 grade @ minimum 4% by weight of total mix transporting the hot mix and filler to work site, spreading and laying with a hydrostatic mechanical paver and roller to required camber/ gradient rolled and compacted to smooth uniform surface with vibratory and tandem 8 to 12 ton power roller to achieve desired compaction (consolidated thickness 75 mm thick or less) complete all as specified and directed.
Note:- (i) Bituminous Macadam 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. If it is less than 4% by weight of total mix, the amount shall be recovered for the less weight of binder only at the rate of Rs 42/- per Kg if technically acceptable. No other claim whatsoever on account of this will be allowe
(iii) Bituminous Macadam shall be done by using Hot Mix plant and laying shall be done by using mechanical paver complete all as specified and directed. | 449.95 | Cum | 9,200 ₹41,39,540 | 8,900 ₹40,04,555 Lowest | 11,500 ₹51,74,425 |
| 9.00 | M&L for Bituminous premix semi-dense asphaltic concrete (SDAC), 40mm consolidated thickness with 5.5% minimum binder content by weight of total mix, (paving bitumen VG-30) and filler of 2% cement, rolled and compacted to required camber and gradient complete using mechanical paver and rolled to a uniform, smooth surface using Tandem vibratory road roller complete all as specified and 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. If it is less than 5.5% by weight of total mix, the amount shall be recovered for the less weight of binder only at the rate of Rs 42/- per Kg if technically acceptable. No other claim whatsoever on account of this will be allowed.
(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) Cement shall be used as filler at a minimum of 2% by weight of total mix. In the event of variation in the mix design in the percentage of filler content on plus side, nothing extra shall be paid. | 992.15 | X Sqm | 3,600 ₹35,71,740 | 3,300 ₹32,74,095 Lowest | 4,000 ₹39,68,600 |
| 10.00BLANK | ||||||
Tender Value
₹1.3 Cr
EMD Value
₹2.0 L
Closing Date
11 Jul 2026, 6:00 pmClosed
HQ CWE PRAYAGRAJ
HQ CWE NEW CANTT PRAYAGRAJ
SPECIAL REPAIR TO ROAD INSIDE UNIT AREA AT OLD CANTT UNDER GE (EAST) PRAYAGRAJ.
2026_MES_766284_1
83002/E/E8
Open Tender
Civil Works
Item Rate
180 days
Prayagraj
Class B and Category a(v)
6 documents required · 6 mandatory
₹1,000
GE (East) Prayagraj
₹2.0 L
Yes
23 Jul 2026
19 May 2026
18 Jul 2026
19 May 2026
11 Jul 2026
22 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exc 400 sqm and not excceding 50 mm deep, complete all as specified and directed. | 382.05 | X Sqm | 1.25 | ₹477.56 |
| 2 | Screening road metal, Chippings, etc. on the site of the work, when specially ordered, including removing screened materials clear of screen and stacking in separate heaps for measuring (Materials from both sides of screen measured), complete all as specified and directed. | 28.65 | Cum | 2.25 | ₹64.46 |
| 3 | M&L for 150 mm thick thick (compacted thickness) WBM in two layer (75 mm thick each layer ), with coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated with 8 to 12 tonne power roller to required gradient ,camber and super elevation required complete all as specified and directed.
Note:- Each layer shall be laid and rolled separately. | 402.63 | X Sqm | 3.25 | ₹1,308.55 |
| 4 | Labour Only (except coarse aggregate material) 75 mm thick (compacted thickness) WBM, with coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated with 8 to 12 tonne power roller to required gradient ,camber and super elevation required complete all as specified and directed.
Note:-Coarse aggregate shall be reused as obtained from item No-1 & 2. | 43.5 | X Sqm | 4.25 | ₹184.88 |
| 5 | M&L for rolling and consolidering the formation surface of earthing road and providing 150 mm thick soiling(spread thickness) with broken boulders or quarried stone,interstices filled,surface formed,rolled and consolidated to required gradient and camber with 8 to 10 tonne power roller complete all as specified and directed. | 64.08 | X Sqm | 5.25 | ₹336.42 |
| 6 | M&L for preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt applying evenly a priming/tack coat with mechanical sprayer over old black top surfaces with bituminous primer (paving bitumen) at 5kg per 10 sq metre etc.complete all as specified and directed. | 546.02 | X Sqm | 3.25 | ₹1,774.57 |
| 7 | 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 surface with gunny bags to remove all loose dirt applying evenly a priming/tack coat with mechanical sprayer over old black top surfaces with bituminous primer (paving bitumen) at 10kg per 10 sq metre etc.complete all as specified and directed. | 446.13 | X Sqm | 3.25 | ₹1,449.92 |
| 8 | M&L for Bituminous Macadam with 100-120 TPH hot mix plant producing an average output of 75 ton per hour using crushed stone aggregate of specified grading premixed with bitminous binder binder VG-30 grade @ minimum 4% by weight of total mix transporting the hot mix and filler to work site, spreading and laying with a hydrostatic mechanical paver and roller to required camber/ gradient rolled and compacted to smooth uniform surface with vibratory and tandem 8 to 12 ton power roller to achieve desired compaction (consolidated thickness 75 mm thick or less) complete all as specified and directed.
Note:- (i) Bituminous Macadam 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. If it is less than 4% by weight of total mix, the amount shall be recovered for the less weight of binder only at the rate of Rs 42/- per Kg if technically acceptable. No other claim whatsoever on account of this will be allowe
(iii) Bituminous Macadam shall be done by using Hot Mix plant and laying shall be done by using mechanical paver complete all as specified and directed. | 449.95 | Cum | 2.25 | ₹1,012.39 |
| 9 | M&L for Bituminous premix semi-dense asphaltic concrete (SDAC), 40mm consolidated thickness with 5.5% minimum binder content by weight of total mix, (paving bitumen VG-30) and filler of 2% cement, rolled and compacted to required camber and gradient complete using mechanical paver and rolled to a uniform, smooth surface using Tandem vibratory road roller complete all as specified and 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. If it is less than 5.5% by weight of total mix, the amount shall be recovered for the less weight of binder only at the rate of Rs 42/- per Kg if technically acceptable. No other claim whatsoever on account of this will be allowed.
(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) Cement shall be used as filler at a minimum of 2% by weight of total mix. In the event of variation in the mix design in the percentage of filler content on plus side, nothing extra shall be paid. | 992.15 | X Sqm | 3.25 | ₹3,224.49 |
| 10 | M&L For Premixed sand seal coat with 0.06 cu.m. of sand mixed with 6.8 kg of bitumen, applied and rolled to a uniform smooth surface using paving bitumen complete all as specified and directed. | 992.15 | X Sqm | 4.25 | ₹4,216.64 |
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