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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAdmitted-Finance | ₹1.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.5 CrAdmitted-Finance | ₹1.5 Cr | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical disqualified |
| Sl No | Description | Qty | Unit | m/s tokutochophy L2 | aarav enterprises L1 |
|---|---|---|---|---|---|
| 1.01 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil | 341.55 | Sqm | 87,778.35 ₹87,778.35 | 85,729.05 ₹85,729.05 |
| 1.02 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 50.72 | Cum | 33,525.92 ₹33,525.92 | 32,866.56 ₹32,866.56 |
| 1.03 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 57.96 | Cum | 8,45,230.68 ₹8.5 L | 8,28,596.16 ₹8.3 L |
| 1.04 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) | 144.9 | Cum | 22,22,331.3 ₹22.2 L | 21,78,716.4 ₹21.8 L |
| 1.05 | Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like Cement mortar 1:6 (1 cement : 6 coarse sand) cum | 579.6 | Cum | 1,10,57,029.2 ₹1.1 Cr | 1,08,40,258.8 ₹1.1 Cr |
| 1.06 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 4.83 | Cum | 83,752.2 ₹83,752.20 | 82,110 ₹82,110 |
| 1.07 | Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : Raised and cut pointing | 368 | Sqm | 4,92,016 ₹4.9 L | 4,82,448 ₹4.8 L |
| 1.08 | Providing and laying hard core of guage 63 mm deposited spread and levlled in layers watered rammed to a surface | 73.6 | cum | 1,51,616 ₹1.5 L | 1,48,672 ₹1.5 L |
| 1.09 | Providing and fixing U-PVC pipes (working pressure 4 kg / cm²) Single socketed pipe 75 mm dia | 23 | Rm | 16,100 ₹16,100 | 18,400 ₹18,400 |
Tender Value
₹1.4 Cr
EMD Value
₹2.8 L
Closing Date
16 Dec 2025, 10:00 amClosed
SO-1 (Wks) HQ DGAR, Laitkor Shillong
HQ DGAR, Laitkor, Shillong - 10
Constr of random rubble masonry retaining wall at Tuensang 29 AR
2025_ARMHA_889227_1
VIII.11014/9228/7 Sect/Emer/Engr-2025
Open Tender
Civil Works
Tuensang
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,500
Directorate General of Assam Rifles
₹2.8 L
12 Feb 2026
10 Dec 2025
17 Dec 2025
10 Dec 2025
16 Dec 2025
10 Dec 2025
10 Dec 2025 - 15 Dec 2025
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)
Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like Cement mortar 1:6 (1 cement : 6 coarse sand) cum
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : Raised and cut pointing
Providing and laying hard core of guage 63 mm deposited spread and levlled in layers watered rammed to a surface
Providing and fixing U-PVC pipes (working pressure 4 kg / cm²) Single socketed pipe 75 mm dia
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