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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAdmitted-Finance | ₹2.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.2 Cr+₹10.3 L (4.94%)Admitted-Finance | ₹2.2 Cr+₹10.3 L (4.94%) | L2 | Admitted-Finance |
| 3 | L3₹2.2 Cr+₹13.6 L (6.48%)Admitted-Finance ASSAM RIFLES BAZAR NON CSD CANTEEN HAPPY VALLEY SHILLONG SHILLONG MEGHALAYA 793007 UDYAM ML 04 0000191 17AAJHS0378E3ZZ B R | EAST KHASI HILLS | MEGHALAYA | 793007 | ₹2.2 Cr+₹13.6 L (6.48%) | L3 | Admitted-Finance |
| 4 | L4₹2.3 Cr+₹19.0 L (9.07%)Admitted-Finance | ₹2.3 Cr+₹19.0 L (9.07%) | L4 | Admitted-Finance |
| 5 | L5₹2.3 Cr+₹24.9 L (11.9%)Admitted-Finance | ₹2.3 Cr+₹24.9 L (11.9%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S M. T. ENTERPRISES L2 | M/s K B Enterprises L5 | Shree Meghalaya Construction & Supply Co. L3 | EAST INDIA CONSTURCTION & SUPPLY CO L4 | M/s L Kiranjoy Singh L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00SCHEDULE `A' PART-I (Contr of Boundary wall) | ||||||||
| 1.10 | 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. | 413.24 | Cum | 300 ₹1,23,972 Lowest | 650 ₹2,68,606 | 625 ₹2,58,275 | 510 ₹2,10,752.4 | 400 ₹1,65,296 |
| 1.20 | 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) | 68.69 | Cum | 10,000 ₹6,86,900 Lowest | 12,500 ₹8,58,625 | 11,200 ₹7,69,328 | 11,750 ₹8,07,107.5 | 11,000 ₹7,55,590 |
| 1.30 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 60.39 | Cum | 16,000 ₹9,66,240 Lowest | 17,500 ₹10,56,825 | 18,500 ₹11,17,215 | 20,500 ₹12,37,995 | 17,000 ₹10,26,630 |
| 1.40 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 284.27 | Cum | 800 ₹2,27,416 | 410 ₹1,16,550.7 Lowest | 410 ₹1,16,550.7 Lowest | 450 ₹1,27,921.5 | 586 ₹1,66,582.22 |
| 1.50 | Reinforced cement concrete work in Columns above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 60.31 | Cum | 18,000 ₹10,85,580 | 18,500 ₹11,15,735 | 19,200 ₹11,57,952 | 19,900 ₹12,00,169 | 17,000 ₹10,25,270 Lowest |
| 1.60 | Reinforced cement concrete work in beams, lintels, bands above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 45.29 | Cum | 18,000 ₹8,15,220 | 19,500 ₹8,83,155 | 19,500 ₹8,83,155 | 17,500 ₹7,92,575 Lowest | 17,500 ₹7,92,575 Lowest |
| 1.70 | FORM WORK: Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass
concrete | 332.64 | Sqm | 400 ₹1,33,056 Lowest | 750 ₹2,49,480 | 650 ₹2,16,216 | 750 ₹2,49,480 | 800 ₹2,66,112 |
| 1.80 | FORM WORK: Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders | 990.4 | Sqm | 800 ₹7,92,320 | 850 ₹8,41,840 | 780 ₹7,72,512 Lowest | 810 ₹8,02,224 | 1,200 ₹11,88,480 |
| 1.90 | FORM WORK: Centering and shuttering including strutting, propping etc. and removal of form for columns | 964.92 | Sqm | 997 ₹9,62,025.24 | 950 ₹9,16,674 | 750 ₹7,23,690 Lowest | 750 ₹7,23,690 Lowest | 1,300 ₹12,54,396 |
Tender Value
Refer Docs
EMD Value
₹4.3 L
Closing Date
9 Sept 2025, 10:00 amClosed
SO-1 (Wks), HQ DGAR
HQ DGAR, Laitkor, Shillong-10
Provision of boundary wall along perimeter from Wksp area to family line through firing range of Keithelmanbi Grn for AR Bn
2025_ARMHA_869088_1
VIII.11014/9016/Engr/2025/HQ 9 Sect AR
Open Tender
Civil Works
Works
Keithelmanbi
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,500
Yes
Directorate General Assam Rifles
₹4.3 L
Yes
28 Oct 2025
15 Jul 2025
10 Sept 2025
15 Jul 2025
9 Sept 2025
15 Jul 2025
15 Jul 2025 - 29 Aug 2025
Amount
SCHEDULE `A' PART-I (Contr of Boundary wall)
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)
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Reinforced cement concrete work in Columns above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Reinforced cement concrete work in beams, lintels, bands above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
FORM WORK: Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
FORM WORK: Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders
FORM WORK: Centering and shuttering including strutting, propping etc. and removal of form for columns
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more.
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand)
15 mm cement plaster on the rough side of single or half brick wall of mix :1:4 (1 cement: 4 fine sand)
Finishing walls with water proofing cement paint of required shade : 13.44.1 New work (Two or more coats applied @ 3.84 kg/10 sqm)
Supplying at site Angle iron post of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.
Fencing with angle iron post placed at required distance embedded in R.C.C. post and and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire
Dismantling and stacking within 50 metres lead, fencing posts or struts including all earth work and dismantling of concrete etc. in base of: T' or 'L' iron or pipe
Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead.
SCHEDULE `A' PART-II (Schedule of Credit)
Credit of Amount (ie minus): Creadit of Amount: All dismantling matterials like Old barbed wire and Angle Iron are the property of contractor.
M/S M. T. ENTERPRISES (BID ID -3257101)
Shree Meghalaya Construction & Supply Co. (BID ID -3278403)
EAST INDIA CONSTURCTION & SUPPLY CO (BID ID -3279552)
M/s K B Enterprises (BID ID -3257188)
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