Assam Rifles Tender
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Assam Rifles Tender
Eprocure
Opening Date23 Oct 2024
Closing Date16 Nov 2024
Tender Amount₹ 4,78,48,526
Costs
EMD
₹ 9,57,000Document Cost
₹ 1,500Tender Fee
Refer Documents
Summary
Provn Of Habitats At Cob Innao Location Of 11 Ar
Description
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Contact
Tender Id
2024_ARMHA_832084_1Bid Award Id
ViewTender No
VIII.11014/8662/Engr/25 SectTender Authority
Assam Rifles ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
BOQ Items
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Supply & Constr of PUF shelter for Kote (18.30x6.10x3.0m) incl internal & external electrification an all as per GeM specification and directed by Engr in charge drg No DGAR/COB/04 Sheet No 1 to 9
2
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Supply & Constr of PUF shelter for Sentry post (8.40M (7.90+0.5) m ht. incl internal & external electrification .all as per GeM specification and directed by Engr in charge drg No DGAR/COB/04 Sheet No 1 to 9
4
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Supply & Constr of PUF shelter for Signal/MI room (18.30x6.10x3.0m) incl internal & external electrification and .all as per GeM specification and directed by Engr in charge drg No DGAR/COB/04 Sheet No 1 to 9
2
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Sch A Part II(Security Fencing 1600m ) drg No DGAR/Engr/COB/116 sheet 01/02
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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.
109.44
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)
132.16
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Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts
541.44
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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. 65x65x6mm angle iron post for both angle iron and post.
19714.56
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Fencing with Welded steel wire fabric with post of specified material & std degin of size 75x75mm using 4 mm GI wire.
22880
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Extra for providing and fixing wind ties of 40x 6 mm flat iron section
6228
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Painting with aluminium paint of approved brand and manufacture to give an even shade . Two or more coats on new work
5906.56
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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)
1600
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Fencing with angle iron post placed at required distance embeddedin cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only 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.
9600
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Sch A Part III Sch A Part III (Drain 80m ) drg No DGAR/Engr/COB/10 sheet 01
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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 type of soil.
80
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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.
57.2
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from naturalsources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)
8.8
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 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)
2.4
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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)
24
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12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand
192
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Sch A Part IV (RR Massonary Retaining wall 75 mtr )
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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.
158.63
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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)
52.88
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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)
72
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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. with Cement mortar 1:6 (1 cement : 6 coarse sand)
192
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S&F of cement conc. In copping of RR massonary retaining wall of specified grade 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)
4.05
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Raised and cut pointing on stone work in white cement
mortar (1:3).
198
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Supply and stagging at site 20mm size stone aggregate
1.02
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Providing and fixing on wall face unplasticised Rigid PVC rain waterpipes conforming to IS : 13592 Type A, including jointing with sealring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed 75 mm dia pipes.
191.25
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :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)
1.05
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from naturalsources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)
18
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Sch A Part V (RR Massonary Retaining wall 75 mtr )
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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 type of soil.
180
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S&laying stone aggregate of 90 to 45 mm size of WBM with moorum as binding meterial incl 13.2 mm size stone screening sorting watering spreading to template campacting stone aggregate in uniform thickness
22.5
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 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)
18
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Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
30
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Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).Dark shade pigment using ordinary cement
180
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