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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 CrAdmitted-Finance | ₹4.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.3 Cr+₹4.3 L (1.02%)Admitted-Finance | ₹4.3 Cr+₹4.3 L (1.02%) | L2 | Admitted-Finance |
| 3 | L3₹4.3 Cr+₹6.2 L (1.47%)Admitted-Finance | ₹4.3 Cr+₹6.2 L (1.47%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | MEGHALAYA CONSTRUCTION AND SUPPLY CO. L3 | aarav enterprises L1 | GAUTAM ENTERPRISES L2 |
|---|---|---|---|---|---|---|
| 1.00 | SCHEDULE 'A' PART-I (Provn of 03 x seated toilet block (Building wk)
Earth work in excavation in trenches n'exc 1.5 m wide and n'exc 1.50 mtr in depth for fdn etc and getting out in all kinds of soil). | 5.55 | Cum | 3,596.4 ₹3,596.4 | 3,552 ₹3,552 Lowest | 3,563.1 ₹3,563.1 |
| 2.00 | Providing and laying in position PCC 1:4:8 in fdns, filling and mass concrete- All work up to plinth level. | 1.11 | Cum | 15,789.75 ₹15,789.75 | 15,762 ₹15,762 Lowest | 15,784.2 ₹15,784.2 |
| 3.00 | Providing and laying for RCC 1:2:4 (use 20mm graded aggregate) in fdns, plinth beams, base of columns- All work upto plinth level. | 3.33 | Cum | 54,828.45 ₹54,828.45 | 54,778.5 ₹54,778.5 Lowest | 54,811.8 ₹54,811.8 |
| 4.00 | M/L for centering and shuttering including strutting, propping etc and removal of form for lintels, beams, plinth beams, girders, bressumers and cantilevers. | 15.3 | Sqm | 21,114 ₹21,114 | 20,655 ₹20,655 Lowest | 21,037.5 ₹21,037.5 |
| 5.00 | M/L for steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete . (use Thermo-Mechanically Treated bars.) | 667.26 | Kg | 1,40,124.6 ₹1,40,124.6 | 1,33,452 ₹1,33,452 Lowest | 1,36,788.3 ₹1,36,788.3 |
| 6.00 | M&L for brick work with F.P.S bricks of class designation 75 in foundation and plinth in cm 1:6. | 4.92 | Cum | 73,790.16 ₹73,790.16 | 73,701.6 ₹73,701.6 Lowest | 73,750.8 ₹73,750.8 |
| 7.00 | M& L for half brick work with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in plinth level in Cement mortar 1:4 (1 cement : 4 coarse sand). | 56.28 | Sqm | 1,30,288.2 ₹1,30,288.2 | 1,29,444 ₹1,29,444 Lowest | 1,30,006.8 ₹1,30,006.8 |
| 8.00 | M&L for plastering 15mm thick on the rough side of single or half brick wall of mix use cm 1:4 for externally. | 86.91 | Sqm | 64,313.4 ₹64,313.4 | 63,444.3 ₹63,444.3 | 37,545.12 ₹37,545.12 Lowest |
| 9.00 | M&L for plastering 12 mm thick on the rough side of single or half brick wall of mix use cm 1:6 for internally. | 105.99 | Sqm | 78,962.55 ₹78,962.55 | 78,432.6 ₹78,432.6 Lowest | 78,644.58 ₹78,644.58 |
| 10.00 | Returning, filling in, available earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth , consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m | 4.47 | Cum | 2,570.25 ₹2,570.25 | 2,547.9 ₹2,547.9 Lowest | 2,556.84 ₹2,556.84 |
Tender Value
₹4.0 Cr
EMD Value
₹8.1 L
Closing Date
14 Mar 2026, 4:00 pmClosed
SO-1 (Wks) HQ DGAR, Laitkor Shillong
Engr Branch HQ DGAR Laitkor Shillong
Provn of 03 x (03 seated toilet block) and 03 x (03 seated bath block) alongwith allied services and devp wks for Mon of 27 AR
2026_ARMHA_899695_1
VIII.11014/9277/7 Sect/31 COBs/Engr/2026
Open Tender
Civil Works
Works
365 days
27 AR
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,500
HQ DGAR
₹8.1 L
2 Apr 2026
21 Feb 2026
16 Mar 2026
21 Feb 2026
14 Mar 2026
21 Feb 2026
21 Feb 2026 - 12 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | SCHEDULE 'A' PART-I (Provn of 03 x seated toilet block (Building wk)
Earth work in excavation in trenches n'exc 1.5 m wide and n'exc 1.50 mtr in depth for fdn etc and getting out in all kinds of soil). | 5.55 | Cum | - | - |
| 2 | Providing and laying in position PCC 1:4:8 in fdns, filling and mass concrete- All work up to plinth level. | 1.11 | Cum | - | - |
| 3 | Providing and laying for RCC 1:2:4 (use 20mm graded aggregate) in fdns, plinth beams, base of columns- All work upto plinth level. | 3.33 | Cum | - | - |
| 4 | M/L for centering and shuttering including strutting, propping etc and removal of form for lintels, beams, plinth beams, girders, bressumers and cantilevers. | 15.3 | Sqm | - | - |
| 5 | M/L for steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete . (use Thermo-Mechanically Treated bars.) | 667.26 | Kg | - | - |
| 6 | M&L for brick work with F.P.S bricks of class designation 75 in foundation and plinth in cm 1:6. | 4.92 | Cum | - | - |
| 7 | M& L for half brick work with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in plinth level in Cement mortar 1:4 (1 cement : 4 coarse sand). | 56.28 | Sqm | - | - |
| 8 | M&L for plastering 15mm thick on the rough side of single or half brick wall of mix use cm 1:4 for externally. | 86.91 | Sqm | - | - |
| 9 | M&L for plastering 12 mm thick on the rough side of single or half brick wall of mix use cm 1:6 for internally. | 105.99 | Sqm | - | - |
| 10 | Returning, filling in, available earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth , consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m | 4.47 | Cum | - | - |
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