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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.7 LAdmitted-Finance KHREW PULWAMA PAMPORE J K PIN 191103 | PULWAMA | JAMMU AND KASHMIR | 191103 | ₹8.7 L | L1 | Admitted-Finance |
| 2 | L2₹8.8 L+₹16,084.65 (1.86%)Admitted-Finance | ₹8.8 L+₹16,084.65 (1.86%) | L2 | Admitted-Finance |
| 3 | L3₹9.1 L+₹45,316.15 (5.24%)Admitted-Finance H NO 03 TULSI BAGH SRINAGAR J K 190001 | SRINAGAR | JAMMU AND KASHMIR | 190001 | ₹9.1 L+₹45,316.15 (5.24%) | L3 | Admitted-Finance |
| 4 | L4₹9.2 L+₹50,898.40 (5.88%)Admitted-Finance H NO 01 MADINA BAGH MEHJOOR NAGAR NEAR HOTEL RAFADA SRINAGAR 190015 J K | BUDGAM | JAMMU AND KASHMIR | 190015 | ₹9.2 L+₹50,898.40 (5.88%) | L4 | Admitted-Finance |
| 5 | L5₹9.4 L+₹77,050.15 (8.91%)Admitted-Finance | ₹9.4 L+₹77,050.15 (8.91%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s B R Constructions L2 | HARMEET TRADERS L3 | Ashfaq Construction Company L1 | M/S SHREE KRISHANA ENERPRISES L5 | M/S BALI CONSTRUCTIONS L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n. exc ( not exceeding) 30cm deep and avearaging 15cm deep and getting out in hard and dense soil complete all as specified and directed by Engr-in charge. | 220 | Sqm | 280 ₹61,600 | 290 ₹63,800 | 10 ₹2,200 Lowest | 315 ₹69,300 | 380 ₹83,600 |
| 2.00 | Rolling and consolidating formation surfaces in cutting with power roller exc 5 tonn but not exc 8 tonn complete all as specified and directed by Engr-in charge. | 22 | XSqm | 1,150 ₹25,300 | 1,150 ₹25,300 | 250 ₹5,500 Lowest | 1,255 ₹27,610 | 1,200 ₹26,400 |
| 3.00 | M & L for Hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed by Engr-in charge. | 22 | Cum | 2,150 ₹47,300 | 2,150 ₹47,300 | 1,300 ₹28,600 Lowest | 2,210 ₹48,620 | 2,450 ₹53,900 |
| 4.00 | M & L for PCC 1:4:8 type D2 using 40mm graded crushed agg 150 mm thick over rammed earth as in sub base of hard standing complete all as specified and directed by Engr-in charge. | 220 | Sqm | 480 ₹1,05,600 | 480 ₹1,05,600 | 600 ₹1,32,000 | 560 ₹1,23,200 | 450 ₹99,000 Lowest |
| 5.00 | M&L Sand cushioning 25mm thick under paving blocks incl watering and consolidation complete all as specified and directed by Engr-in charge. | 5.5 | Cum | 500 ₹2,750 Lowest | 500 ₹2,750 Lowest | 1,600 ₹8,800 | 500 ₹2,750 Lowest | 520 ₹2,860 |
| 6.00 | M&L Machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade with grey cement and pigment complete all as specified and directed by Engr-in charge. | 220 | Sqm | 1,480 ₹3,25,600 Lowest | 1,550 ₹3,41,000 | 1,700 ₹3,74,000 | 1,550 ₹3,41,000 | 1,500 ₹3,30,000 |
| 7.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard and dense soil complete all as specified and directed by Engr-in charge. | 2.7 | Cum | 150 ₹405 Lowest | 155 ₹418.5 | 350 ₹945 | 155 ₹418.5 | 250 ₹675 |
| 8.00 | Providing and laying at or near ground level factor made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of jointsexcept at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and directed by Engr-in charge. | 2.7 | cum | 10,500 ₹28,350 | 10,500 ₹28,350 | 7,200 ₹19,440 Lowest | 10,500 ₹28,350 | 9,800 ₹26,460 |
| 9.00 | M&L for preparation of new surface of any description over 10cm girth or width, not otherwise and applying two coats of synthetic enamel based paint over a coat of priming coat complete all as specified and directed by Engr-in charge. | 15 | Sqm | 85 ₹1,275 | 85 ₹1,275 | 30 ₹450 Lowest | 85 ₹1,275 | 80 ₹1,200 |
| 10.00 | M&L for Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed by Engr-in charge. | 33 | Cum | 15 ₹495 | 25 ₹825 | 300 ₹9,900 | 25 ₹825 | 10 ₹330 Lowest |
Tender Value
₹9.8 L
EMD Value
₹20,000
Closing Date
1 Sept 2026, 6:00 pmClosed
AGE (I) NIMU
AGE (I) NIMU PIN-901312 c/o 56 APO
PROVN OF HARDSTANDING OF 72 ARTY BDE SIG COY AT HANAK HILL MIL STN (SHMS) SPL REPAIR/ REPLACEMENT OF WIRING OF BLDG NO T-105 (URO OFFICE) OF 5118 COY ASC (COMP) AT NIMU MIL STN UNDER AGE (I) NIMU
2026_MES_782926_1
AGE(I)/NIT-35/2026-27
Open Tender
Civil Works
Item Rate
180 days
NIMU
PLEASE REFER TENDER DOCUMENTS
9 documents required · 9 mandatory
₹500
AGE (I) NIMU
₹20,000
14 Sept 2026
6 Aug 2026
3 Sept 2026
6 Aug 2026
1 Sept 2026
20 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n. exc ( not exceeding) 30cm deep and avearaging 15cm deep and getting out in hard and dense soil complete all as specified and directed by Engr-in charge. | - | Sqm | - | - |
| 2 | Rolling and consolidating formation surfaces in cutting with power roller exc 5 tonn but not exc 8 tonn complete all as specified and directed by Engr-in charge. | - | XSqm | - | - |
| 3 | M & L for Hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed by Engr-in charge. | - | Cum | - | - |
| 4 | M & L for PCC 1:4:8 type D2 using 40mm graded crushed agg 150 mm thick over rammed earth as in sub base of hard standing complete all as specified and directed by Engr-in charge. | - | Sqm | - | - |
| 5 | M&L Sand cushioning 25mm thick under paving blocks incl watering and consolidation complete all as specified and directed by Engr-in charge. | - | Cum | - | - |
| 6 | M&L Machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade with grey cement and pigment complete all as specified and directed by Engr-in charge. | - | Sqm | - | - |
| 7 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard and dense soil complete all as specified and directed by Engr-in charge. | - | Cum | - | - |
| 8 | Providing and laying at or near ground level factor made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of jointsexcept at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and directed by Engr-in charge. | - | cum | - | - |
| 9 | M&L for preparation of new surface of any description over 10cm girth or width, not otherwise and applying two coats of synthetic enamel based paint over a coat of priming coat complete all as specified and directed by Engr-in charge. | - | Sqm | - | - |
| 10 | M&L for Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed by Engr-in charge. | - | Cum | - | - |
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