Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.7 CrAdmitted-Finance | ₹6.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹6.7 Cr+₹6.4 L (0.96%)Admitted-Finance | ₹6.7 Cr+₹6.4 L (0.96%) | L2 | Admitted-Finance |
| 3 | L3₹7.2 Cr+₹54.6 L (8.19%)Admitted-Finance | ₹7.2 Cr+₹54.6 L (8.19%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s K B Enterprises L3 | aarav enterprises L2 | Aien Meren Enterprises L1 |
|---|---|---|---|---|---|---|
| 1.01 | SCHEDULE ‘A’ PART-I EXTERNAL BOUNDARY WALL (SCHEDULE OF ITEMS) Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. | 538.2 | Cum | 5,38,200 ₹5,38,200 Lowest | 14,12,775 ₹14,12,775 | 13,88,556 ₹13,88,556 |
| 1.02 | Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. | 959.4 | Kg | 9,594 ₹9,594 Lowest | 62,361 ₹62,361 | 44,132.4 ₹44,132.4 |
| 1.03 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | 850 | Sqm | 42,500 ₹42,500 | 22,100 ₹22,100 | 19,550 ₹19,550 Lowest |
| 1.04 | 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), INluding 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 kind of soil). | 2,497.92 | Cum | 7,49,374.85 ₹7,49,374.85 Lowest | 11,24,062.27 ₹11,24,062.27 | 11,14,070.61 ₹11,14,070.61 |
| 1.05 | 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 : 8 graded stone aggregate 20 mm nominal size). | 221.58 | Cum | 16,61,884.85 ₹16,61,884.85 Lowest | 21,87,040.47 ₹21,87,040.47 | 21,67,097.85 ₹21,67,097.85 |
| 1.06 | 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). | 651.38 | Cum | 97,70,661.6 ₹97,70,661.6 | 85,00,475.59 ₹85,00,475.59 | 84,22,310.3 ₹84,22,310.3 Lowest |
| 1.07 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. 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). | 127.95 | Cum | 21,11,160.81 ₹21,11,160.81 | 20,33,239.78 ₹20,33,239.78 | 20,14,687.16 ₹20,14,687.16 Lowest |
| 1.08 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases 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). | 145.4 | Cum | 23,99,046.38 ₹23,99,046.38 Lowest | 24,31,760.64 ₹24,31,760.64 | 24,09,660.34 ₹24,09,660.34 |
| 1.09 | Brick work 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 in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) | 1,404.53 | Cum | 2,45,79,320.59 ₹2,45,79,320.59 | 1,45,20,058.07 ₹1,45,20,058.07 | 1,44,56,854.1 ₹1,44,56,854.1 Lowest |
| 1.10 | 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 up to 1.5 m. | 1,623.65 | Cum | 8,11,822.75 ₹8,11,822.75 | 6,49,458.2 ₹6,49,458.2 | 6,36,469.04 ₹6,36,469.04 Lowest |
Tender Value
₹6.4 Cr
EMD Value
₹12.9 L
Closing Date
4 Jul 2025, 4:00 pmClosed
DG Assam Rifles
DGAR, Laitkor, Shillong
Construction of boundary wall at ARTCS Diphu Assam
2025_ARMHA_864693_1
110148984ARTCSENGROB202526
Open Tender
Civil Works
Works
690 days
Diphu Assam
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,500
Director General Assam Rifles
₹12.9 L
23 Jul 2025
16 Jun 2025
7 Jul 2025
16 Jun 2025
4 Jul 2025
16 Jun 2025
16 Jun 2025 - 4 Jul 2025
SCHEDULE ‘A’ PART-I EXTERNAL BOUNDARY WALL (SCHEDULE OF ITEMS) Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead.
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
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), INluding 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 kind 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 : 8 graded stone aggregate 20 mm nominal size).
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).
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. 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, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases 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).
Brick work 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 in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand)
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 up to 1.5 m.
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete.
Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts
Centering and shuttering including Lintels, beams, plinth beams, girders, bressumers and cantilevers.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars.
12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand).
15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 coarse sand).
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work.
Applying priming coat with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat).
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade New work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm).
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to steel windows by welding.
Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
Supplying at site Angle iron post & strut 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.
Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately).
SCHEDULE 'A' PART XI : SCH OF CREDIT. Old barbed wire/angle iron (It is necessary to quote at least Rs. 150 per Kg or more)
Old brick (It is necessary to quote at least Rs. 1500 per Cum or more)
aarav enterprises (BID ID -3242703)
M/s K B Enterprises (BID ID -3236177)
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.45 MB
Drg_8984.pdf
Additional Documents • 0.70 MB
Tenderdocus.pdf
Tender Documents • 1.87 MB
BOQ_909053.xls
BOQ • 0.37 MB
Tenderdocument.pdf
Tender Documents • 1.87 MB
BOQ.xls
BOQ • 0.37 MB
Tenderdocument_2.pdf
Tender Documents • 0.70 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .