Assam Rifles Tender
View complete overview of Manipur Assam Rifles Tender
Costs
EMD
₹ 1,68,347Document Cost
₹ 1,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_ARMHA_779743_1Bid Award Id
ViewTender No
VIII.11014/8260/Engr-2023/HQ 10 Sect ARTender Authority
Assam Rifles ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
NIT for Provision of rain water harvesting at HQ 10 Sect Assam Rifles Somsai
BOQ for Provision of rain water harvesting at HQ 10 Sect Assam Rifles Somsai
BOQ Items
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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. (Both side drain wall)
300
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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) : 4 graded stone aggregate 20 mm nominal size) (Both side drain wall)
75
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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) : 6 graded stone aggregate 20 mm nominal size) for bed.
8.44
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Providing and fixing 6mm thik M S Plate for laying electrical XLPE cable.
484.95
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12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 fine sand)
495
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Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants, with C.I. surface box 350x350 mm top and 165 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
3
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Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete. 0.80 mm thick with zinc coating not less than 275 gm/m²
180
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SCHEDULE `A' PART -II (Development of Existing Ponds) 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
750
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Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. Ordinary rock
3375.8
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Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 600 mm dia. R.C.C. pipe
21
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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) : 4 graded stone aggregate 20 mm nominal size)
13.79
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SCHEDULE `A' PART -III (RCC WATER STORAGE TANK 10000 LTRS CAPAICTY) Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. Ordinary rock
13.69
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size) - All work up to plinth level
2.05
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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) : 3 graded stone aggregate 20 mm nominal size)
4.81
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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. (Both side drain wall)
38.95
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
336
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12 mm cement plaster finished with a floating coat of neat cement of mix : 1:3 (1 cement: 3 fine sand)
49.92
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SCHEDULE `A' PART -IV (WATER SUPPLY SYSTEM WORK) Providing and fixing 80mm dia check valve with suction pipe (Horizontal)
3
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Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 65 mm nominal bore
3
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Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 65 mm dia nominal bore
332
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Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 65 mm nominal bore
8
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Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 50 mm dia nominal bore External work
110
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Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 50 mm nominal bore
2
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Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 50 mm nominal bore
2
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SCHEDULE `A' PART -V (ELECTRICAL SUPPLY SYSTEM WORK) Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of size 120 sq mm 3½ core, direct in under ground cable including earth excavation, sand cushioning, brick or PCC protective covering, light Grade GI tubing where necessary, refilling the trench and testing etc as required.
250
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Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of size 35 sq mm 3½, direct in under ground cable including earth excavation, sand cushioning, brick or PCC protective covering, light Grade GI tubing where necessary, refilling the trench and testing etc as required.
150
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Supply and fixing Feeder piller of DBS type capacity 100A, sheet metal incloser, incl bas bar, 63A MCB suitable size complete of angle iron frame, nut & bolt with accessories and earth wk etc all as per direction of Engr-in-charge.earth work
2
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Supply and fix ON LOAD change over switch 415V in sheet metal enclosures 4 pole of capacity 200 Amps. Make : Havells
1
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Providing and fixing following capacity TP&N disconnector fuse switch unit inside the existing panel board with ISI marked HRC fuses including drilling holes in cubicle panel, making connections, etc. as required 100 A TP&N. Make : Havells
2
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Supply only XLPE Insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size but size 120 sq mm 3½ core for LT line Make : Havells Brand
300
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Supply only XLPE Insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size but size 35 sq mm 3½ core for LT line Make : Havells Brand
200
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