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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.3 LAdmitted-Finance 64 A JASRAJ MANSION 1ST FLOOR OLD HANUMAN LANE KALBADEVI ROAD MUMBAI 400 002 | MUMBAI | MAHARASHTRA | 400002 | L1 | Admitted-Finance | |
| 2 | L2₹29.5 L+₹1.1 L (4.04%)Admitted-Finance 18TH FLOOR FL NO 1801 PANCHASHEEL HEIGHT MAHAVEER NAGAR KANDIVALI WEST MUMBAI 400067 | MUMBAI | MUMBAI SUBURBAN | MAHARASHTRA | 400067 | L2 | Admitted-Finance | |
| 3 | L3₹32.9 L+₹4.5 L (16.0%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹37.8 L+₹9.4 L (33.3%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | Rejected-Technical INDEX NO D 91 CESC PUNE R NO 15 6 10 JAISWAR CHAWL JAGRUTI MITRA MANDAL D M ROAD VAKOLA SANTACRUZ E MUMBAI 400055 | MUMBAI SUBURBAN | MAHARASHTRA | 400055 | - | Rejected-Technical REJECTED AS SLOW PROGRESS REMARKS AS PER WLR QE JUN 2026 PROMULGATED BY HQ CESC PUNE |
| Sl No | Description | Qty | Unit | Prabhu associates L4 | KAJAL CONSTRUCTION L2 | M/s Mukesh Engineers L1 | Ashitosh and brothers L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavating in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth, for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc not exceeding 10 sqm on plan and getting out in hard / dense soil complete all as specified and directed. | 105 | CUM | 700 ₹73,500 | 250 ₹26,250 | 100 ₹10,500 Lowest | 150 ₹15,750 |
| 2.00 | M & L for PCC (1:4:8) type D2 using 40mm graded crushed stone aggregates as in foundation filling and mass concrete in foundation of fencing posts complete all as specified and directed. | 18 | CUM | 5,500 ₹99,000 | 3,500 ₹63,000 Lowest | 5,000 ₹90,000 | 3,600 ₹64,800 |
| 3.00 | Demolition of brick work built in cement mortar including all quoins, cornices, concrete coping etc on brick work complete all as specified and directed. | 95 | CUM | 800 ₹76,000 | 550 ₹52,250 | 40 ₹3,800 Lowest | 40 ₹3,800 Lowest |
| 4.00 | M & L for Brick work with sub class "B" Bricks, straight or curved on plan exceeding 6m mean radius built in CM (1:6) complete all as specified and directed. | 75 | CUM | 9,500 ₹7,12,500 | 6,000 ₹4,50,000 | 2,000 ₹1,50,000 Lowest | 4,800 ₹3,60,000 |
| 5.00 | M & L for precast cement concrete (1:3:6) type C1 using 20mm graded stone aggregate as in solid block masonry exceeding 100 mm width and built in CM (1:4) complete all as specified and directed. | 12 | CUM | 6,000 ₹72,000 | 4,200 ₹50,400 Lowest | 8,600 ₹1,03,200 | 5,000 ₹60,000 |
| 6.00 | M & L for walling or random rubble, uncoursed well bonded, bedded and solidly, hearted built in CM (1:6) etc complete all as specified and directed. | 6 | CUM | 6,000 ₹36,000 | 4,000 ₹24,000 | 1,200 ₹7,200 Lowest | 3,600 ₹21,600 |
| 7.00 | All as per item No. 6 above but except stones including removal of mortar, cleaning with water etc complete all as specified and directed by the Engineer-in-charge.
Note:- Old stone obtained under item above shall be re-used under the subject items. | 2 | CUM | 6,000 ₹12,000 | 5,000 ₹10,000 | 1,200 ₹2,400 Lowest | 2,600 ₹5,200 |
| 8.00 | M & L for hammer dressing to face stones with maximum depression on fair face from straight edge held against the dressed surface not exceeding 40 mm for granite or trap stone of face beds & joints as specified of random rubble walling uncoursed or brought upto course complete all as specified and directed.
Note:- Hidden portion of masonry shall not be hammer dressed. | 40 | SQM | 900 ₹36,000 | 900 ₹36,000 | 20 ₹800 Lowest | 60 ₹2,400 |
| 9.00 | M & L for racking out joints / pointing to random rubble or polygonal rubble uncoursed or brought upto courses built in cement mortar (1:4) complete all as specified and directed. | 4 | SQM | 400 ₹1,600 | 1,000 ₹4,000 | 200 ₹800 | 25 ₹100 Lowest |
| 10.00 | M & L for raised pointing to random rubble or polygonal rubble uncoursed or brought upto courses built in cement mortar and pointing to RR masonry with CM (1:4) complete all as specified and directed. | 4 | SQM | 400 ₹1,600 | 1,500 ₹6,000 | 1,200 ₹4,800 | 250 ₹1,000 Lowest |
Tender Value
₹45 L
EMD Value
₹90,000
Closing Date
29 Aug 2026, 6:00 pmClosed
GE (NW) BHANDUP
GE (NW) BHANDUP, MUMBAI
REPAIRS TO STORM WATER, DRAINAGE SYSTEM, DRAIN COVERS, FENCING, HARDSTANDING, AND OTHER MISC PETTY REPAIRS FOR MD ACCN AT INS HAMLA UNDER GE (NW) BHANDUP
2026_MES_782368_1
8510/B
Open Tender
Civil Works
Item Rate
270 days
INS HAMLA, MUMBAI
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
GE (NW) BHANDUP
₹90,000
Yes
30 Sept 2026
1 Aug 2026
31 Aug 2026
1 Aug 2026
29 Aug 2026
15 Aug 2026
1 Aug 2026 - 10 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth, for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc not exceeding 10 sqm on plan and getting out in hard / dense soil complete all as specified and directed. | 105 | CUM | - | - |
| 2 | M & L for PCC (1:4:8) type D2 using 40mm graded crushed stone aggregates as in foundation filling and mass concrete in foundation of fencing posts complete all as specified and directed. | 18 | CUM | 1 | ₹18 |
| 3 | Demolition of brick work built in cement mortar including all quoins, cornices, concrete coping etc on brick work complete all as specified and directed. | 95 | CUM | 2 | ₹190 |
| 4 | M & L for Brick work with sub class "B" Bricks, straight or curved on plan exceeding 6m mean radius built in CM (1:6) complete all as specified and directed. | 75 | CUM | 3 | ₹225 |
| 5 | M & L for precast cement concrete (1:3:6) type C1 using 20mm graded stone aggregate as in solid block masonry exceeding 100 mm width and built in CM (1:4) complete all as specified and directed. | 12 | CUM | 4 | ₹48 |
| 6 | M & L for walling or random rubble, uncoursed well bonded, bedded and solidly, hearted built in CM (1:6) etc complete all as specified and directed. | 6 | CUM | 5 | ₹30 |
| 7 | All as per item No. 6 above but except stones including removal of mortar, cleaning with water etc complete all as specified and directed by the Engineer-in-charge.
Note:- Old stone obtained under item above shall be re-used under the subject items. | 2 | CUM | 6 | ₹12 |
| 8 | M & L for hammer dressing to face stones with maximum depression on fair face from straight edge held against the dressed surface not exceeding 40 mm for granite or trap stone of face beds & joints as specified of random rubble walling uncoursed or brought upto course complete all as specified and directed.
Note:- Hidden portion of masonry shall not be hammer dressed. | 40 | SQM | 7 | ₹280 |
| 9 | M & L for racking out joints / pointing to random rubble or polygonal rubble uncoursed or brought upto courses built in cement mortar (1:4) complete all as specified and directed. | 4 | SQM | 8 | ₹32 |
| 10 | M & L for raised pointing to random rubble or polygonal rubble uncoursed or brought upto courses built in cement mortar and pointing to RR masonry with CM (1:4) complete all as specified and directed. | 4 | SQM | 9 | ₹36 |
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