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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAccepted-AOC FLAT NO 203 GH 5 SECTOR 27 PANCHKULA 134116 HRY | PANCHKULA | HARYANA | 134116 | ₹2.1 Cr Quoted ₹2.2 Cr | L1 | Accepted-AOC BEING THE LOWEST BIDDER |
| 2 | L2₹2.2 Cr+₹3.5 L (1.59%)Rejected-Finance 164 SEC 21 A CHANDIGARH 160022 | CHANDIGARH | CHANDIGARH | 160022 | ₹2.2 Cr+₹3.5 L (1.59%) | L2 | Rejected-Finance BEING OTHER THAN THE LOWEST BIDDER |
| 3 | L3₹2.2 Cr+₹6.7 L (3.09%)Rejected-Finance 19192 STREET NO 8 BIBI WALA ROAD OPPOSITE DAV COLLEGE BATHINDA PUNJAB PIN 151001 | BATHINDA | BATHINDA | PUNJAB | 151001 | ₹2.2 Cr+₹6.7 L (3.09%) | L3 | Rejected-Finance BEING OTHER THAN THE LOWEST BIDDER |
| 4 | L4₹2.3 Cr+₹16.1 L (7.39%)Rejected-Finance | ₹2.3 Cr+₹16.1 L (7.39%) | L4 | Rejected-Finance BEING OTHER THAN THE LOWEST BIDDER |
| 5 | L5₹2.6 Cr+₹37.2 L (17.1%)Rejected-Finance | ₹2.6 Cr+₹37.2 L (17.1%) | L5 | Rejected-Finance BEING OTHER THAN THE LOWEST BIDDER |
| Sl No | Description | Qty | Unit | B N FRIENDS AND CO H6 | aggarwal traders H1 | TARLOCHAN SINGH AND CO H5 | M/S MANI GARG CONTRACTOR H4 | shree balaji builders H2 | AMRIT SINGH H3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | EXCAVATION AND EARTH WORK
Surface excavation not exceeding 30cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and as directed. | 750 | SQUARE METRE | 26 ₹19,500 | 20 ₹15,000 | 20 ₹15,000 | 10 ₹7,500 Lowest | 25 ₹18,750 | 300 ₹2,25,000 |
| 2.00 | Material and labour 25 mm sand cushioning for interlocking tiles including well rammed and consolidation complete all as specified and as directed. | 7.5 | CUBIC METRE | 1,450 ₹10,875 | 1,400 ₹10,500 | 700 ₹5,250 Lowest | 800 ₹6,000 | 786 ₹5,895 | 1,500 ₹11,250 |
| 3.00 | Removal of bushes, grass including roots, earth, mud and debris over roof top of building material from roof top surface and cleaning the affected surface neatly and disposal of rubbish out of the premises/ MD land including cleaning of spouts/ rain water pipe ( at two/three storey building) complete all as specified and as directed.
Note: Surface area of roof slab for the affected area shall be measured. | 650 | SQUARE METRE | 98 ₹63,700 | 89 ₹57,850 | 130 ₹84,500 | 20 ₹13,000 Lowest | 30 ₹19,500 | 35 ₹22,750 |
| 4.00 | Grubbing up tree trunk upto root girth exc. 5 cm & not exc. 30 cm including cutting of trunk portion protruding over wall surface/roof surface/terrace of building height up to 10.0 mtr. The rate also include necessary scaffolding and necessary safety measure if required and making good the surface in cement mortar (1:3) and applying one coat of anti growth of vegetation chemical as per manufacturer's instruction and removal of unserviceable material out side MD land and cleaning site complete all as specified and directed | 100 | EACH JOB | 298 ₹29,800 | 80 ₹8,000 Lowest | 100 ₹10,000 | 80 ₹8,000 Lowest | 250 ₹25,000 | 200 ₹20,000 |
| 5.00 | CONCRETE WORK
Material and labour lean concrete type E-2 (1:5:10) using (40mm grade stone aggregates) as in sunken portion complete all as specified and directed | 30 | CUBIC METRE | 2,450 ₹73,500 | 2,500 ₹75,000 | 2,000 ₹60,000 | 1,500 ₹45,000 Lowest | 3,786 ₹1,13,580 | 3,500 ₹1,05,000 |
| 6.00 | Material and labour plain cement concrete (1:2:4) type B-0 using (12.5 mm graded stone aggregates) as in padding on roof laid in required slope, complete all as specified and directed | 52.5 | CUBIC METRE | 3,500 ₹1,83,750 | 4,999 ₹2,62,447.5 | 4,000 ₹2,10,000 | 3,200 ₹1,68,000 Lowest | 5,700 ₹2,99,250 | 5,000 ₹2,62,500 |
| 7.00 | Material and labour plain cement concrete B-0 type (1:2:4) using (12.5 mm graded crushed stone aggregates) as in copings, bed plates, benching and the like finished fair & even, including necessary form work complete all as specified and directed.
NOTES :-
(i) PCC shall be laid in slope and thickness shall be average (minimum average thickness 25 mm or as per site requirement for maintaining the slope to drain out rain water as directed.
(ii) No hand mixing shall be allowed, mixing shall be done at ground floor and mixed materials deposited on roof by manually/mechanically to achieve the proper strength and workmanship. | 7.5 | CUBIC METRE | 5,000 ₹37,500 | 4,999 ₹37,492.5 | 4,500 ₹33,750 Lowest | 5,000 ₹37,500 | 6,200 ₹46,500 | 5,500 ₹41,250 |
| 8.00 | Material and labour for PCC (1:4:8) type D-2 (40mm graded stone aggregates) as in foundation, filling and mass concrete complete all as specified and directed | 47.5 | CUBIC METRE | 2,000 ₹95,000 Lowest | 3,800 ₹1,80,500 | 2,500 ₹1,18,750 | 2,500 ₹1,18,750 | 4,200 ₹1,99,500 | 3,500 ₹1,66,250 |
| 9.00 | Material and labour for Reinforced cement concrete (Nominal mix) 1:1.5:3 type B1 (using 20mm graded crushed stone aggregates) as in chajjas, facia etc shelves and the like, at any height, complete all as specified and directed | 30 | CUBIC METRE | 7,500 ₹2,25,000 | 8,500 ₹2,55,000 | 5,500 ₹1,65,000 Lowest | 6,000 ₹1,80,000 | 7,860 ₹2,35,800 | 6,000 ₹1,80,000 |
| 10.00 | Material and labour for providing water proofing treatment of sunken portion of WCs, bathroom etc. by applying cement slurry mixed with Acrylic based polymer modified cementitious composite compound coating of make as approval in Technical Instruction 5/2003 by adding:
(a) 15mm thick plaster (1:4) cement sand mortar with integral water proofing compound 2% by weight of cement on floor and wall / beam , finishing the surface even and smooth without using extra cement. The surface shall then be cured and allowed to dry.
Note: Water proofing compound shall be measured and paid separately.
(b) First layer of slurry of cement @0.5 kg/sqm mixed with Acrylic based polymer modified cementitious composite compound @ 0.25 kg/sqm. This layer will be allowed to air cure for 4 hrs.
(c) Second layer of slurry of cement @0.25 kg/sqm mixed with Acrylic based polymer modified cementitious composite compound @ 0.15 kg/sqm. This layer will be allowed to air cure for 4 hrs followed with water curing for 48 hrs. complete all as specified and directed by Engineer-in-charge.
(d) Ponding test to be carried out for minimum 24 hrs before filling of sunken slab. | 75 | SQUARE METRE | 498 ₹37,350 Lowest | 1,200 ₹90,000 | 550 ₹41,250 | 650 ₹48,750 | 620 ₹46,500 | 600 ₹45,000 |
Tender Value
₹2.6 Cr
EMD Value
₹3.4 L
Closing Date
12 May 2026, 6:00 pmClosed
Chief Engineer(AF) Nagpur
HQ CE (AF) NAGPUR, VAYUSENA NAGAR, NAGPUR-07
IMPROVEMENT TO CERTAIN SMQs BUILDINGS AT GE (AF) MC CHANDIGARH
2026_MES_761029_1
801255/E8
Open Tender
Civil Works
Item Rate
365 days
Chandigarh
For MES Enlisted Contractors- Class B Category a (i) For other Contractor meeting enlistment Criteria of MES for Class B Category a (i)
8 documents required · 8 mandatory
₹2,000
Yes
GE AF MC CHANDIGARH
₹3.4 L
Yes
HQ CE (AF) Nagpur
3 Aug 2026
20 Apr 2026
18 May 2026
20 Apr 2026
12 May 2026
7 May 2026
20 Apr 2026 - 27 Apr 2026
4 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | EXCAVATION AND EARTH WORK
Surface excavation not exceeding 30cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and as directed. | - | SQUARE METRE | - | - |
| - | Material and labour 25 mm sand cushioning for interlocking tiles including well rammed and consolidation complete all as specified and as directed. | - | CUBIC METRE | - | - |
| - | Removal of bushes, grass including roots, earth, mud and debris over roof top of building material from roof top surface and cleaning the effected surface neatly and disposal of rubbish out of the premises/ MD land including cleaning of spouts/ rain water pipe ( at two/three storey building) complete all as specified and as directed.
Note: Surface area of roof slab for the affected area shall be measured. | - | SQUARE METRE | - | - |
| - | Grubbing up tree trunk upto root girth exc. 5 cm & not exc. 30 cm including cutting of trunk portion protruding over wall surface/roof surface/terrace of building height up to 10.0 mtr. The rate also Include necessary scaffolding and necessary safety measure if required and making good the surface in cement mortar (1:3) and applying one coat of anti growth of vegetation chemical as per manufacturer's instruction and removal of unserviceable material out side MD land and cleaning site complete all as specified and directed | - | EACH JOB | - | - |
| - | CONCRETE WORK
Material and labour lean concrete type E-2 (1:5:10) using 40mm grade stone aggregate as in sunken portion complete all as specified and directed | - | CUBIC METRE | - | - |
| - | Material and labour plain cement concrete (1:2:4) type B-0 using 12.5 mm graded stone aggregate as in padding on roof laid in required slope, complete all as specified and directed | - | CUBIC METRE | - | - |
| - | Material and labour plain cement concrete B-0 type (1:2:4) using 12.5 mm graded crushed stone aggregate as in copings, bed plates, benching and the like finished fair & even, including necessary form work complete all as specified and directed.
NOTES :-
(i) PCC shall be laid in slope and thickness shall be average (minimum average thickness 25 mm or as per site requirement for maintaining the slope to drain out rain water as directed.
(ii) No hand mixing shall be allowed, mixing shall be done at ground floor and mixed materials deposited on roof by manually/mechanically to achieve the proper strength and workmanship. | - | CUBIC METRE | - | - |
| - | Material and labour for PCC (1:4:8) type D-2 (40mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed | - | CUBIC METRE | - | - |
| - | Material and labour for Reinforced cement concrete (Nominal mix) 1:2:4 type B1 (using 20mm graded crushed stone aggregate) as in chajjas, facia etc shelves and the like, at any height, complete all as specified and directed | - | CUBIC METRE | - | - |
| - | Material and labour for providing water proofing treatment of sunken portion of WCs, bathroom etc. by applying cement slurry mixed with Acrylic based polymer modified cementitious composite compound coating of make as approval in Technical Instruction 5/2003 by adding:
(a) 15mm thick plaster (1:4) cement sand mortar with integral water proofing compound 2% by weight of cement on floor and wall / beam , finishing the surface even and smooth without using extra cement. The surface shall then be cured and allowed to dry.
Note: Water proofing compound shall be measured and paid separately.
(b) First layer of slurry of cement @0.5 kg/sqm mixed with Acrylic based polymer modified cementitious composite compound @ 0.25 kg/sqm. This layer will be allowed to air cure for 4 hrs.
(c) Second layer of slurry of cement @0.25 kg/sqm mixed with Acrylic based polymer modified cementitious composite compound @ 0.15 kg/sqm. This layer will be allowed to air cure for 4 hrs followed with water curing for 48 hrs. complete all as specified and directed by Engineer-in-charge.
(d) Ponding test to be carried out for minimum 24 hrs before filling of sunken slab. | - | SQUARE METRE | - | - |
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