Assam Rifles Tender
View complete overview of Nagaland Assam Rifles Tender
Costs
EMD
₹ 2,62,000Document Cost
₹ 1,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_ARMHA_820499_1Bid Award Id
ViewTender No
6 Sect/Engr/OB/2024-25/122Tender Authority
Assam Rifles ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
Provision of Periphery road from MT junction to JCOs Club in Southern Campus at Kashiram Basti Garrison (Nagaland).
Provision of Periphery road from MT junction to JCOs Club in Southern Campus at Kashiram Basti Garrison (Nagaland).
BOQ Items
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 m.
1369
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-
Supply and stacking at site of 90 mm to 45 mm size stone aggregate
342.25
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Supply and stacking at site of 63 mm to 45 mm size stone aggregate
102.68
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Supply and stacking at site of 53 mm to 22.4 mm size stone aggregate
71.08
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Supply and stacking at site of stone screening 13.2 mm nominal size (Type A)
102.68
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Supply and stacking at site of Moorum
92.88
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Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the reqd density.
618.69
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-
Providing and laying factory made chamfered edge 80 mm thick Cement Concrete paver blocks of M-30 grade with approved color design and pattern in footpath, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge
1354
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-
Providing and laying in position cement concrete of 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) excluding the cost of centering and shuttering - All work up to plinth level
56.88
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-
Providing and fixing post delineators made of ABS round body fitted with 2 Nos 100 mm dia high reflective reflectors and mounted on MS pipe of 65 mm dia duly powder coated anti-rust and anti theft steel to be installed as per direction of Engineer-in-charge.
64
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-
Supply and fixing 900mm dia Convex mirror with spherical reflecting surface with adjustable Bracket and polycarbonate body. The Mirror to be mounted on MS pipe of 65 mm dia duly powder coated anti-rust and anti theft steel to be installed as per direction of Engineer-in-charge.
4
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-
SCHEDULE ‘A’ PART - II (BOX Culvert) :- 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 in all kind of soil.
39.36
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-
Providing and laying in position cement concrete of specified grade with cement mortar 1:4:8 (1 cement :4 coarse sand :8 graded stone agge 40 mm nominal size) excluding the cost of centering and shuttering.
6.56
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-
Providing and constructing of RR masonry wall with hard stone in foundation and superstructure incl leveling up with cement concrete 1:6:12 (1 cement:6 coarse sand: 12 graded stone agg 20mm nominal size) with CM 1:6 (1 cement : 6 coarse sand).
8.84
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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 Cement mortar 1:6 (1 cement : 6 coarse sand).
18.74
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-
Reinforced cement concrete work in suspended floors, roofs 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).
1.92
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-
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform.
6
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-
Providing and laying cement concrete in retaining walls, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, coping, bed blocks, anchor blocks, up to floor five level, excluding the cost of centering, shuttering and finishing with 1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
0.54
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-
Providing and laying steel reinforcement for RCC work incl straightening, cutting, bending , placing in position and binding etc complete ( TMT bar).
184.99
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-
Supplying and stacking at site 90 mm to 45 mm size stone aggregate
1.75
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-
Providing and fixing 75mm diameter unplasticised rigid PVC pipe, including jointing with seal ring, single socketed for weep hole.
13.2
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-
SCHEDULE ‘A’ PART - III (Retaining Wall) :- Earth work in excavation in fdn trenches incl dressing of sides and ramming of bottoms lift upto 1.5 m incl getting out the excavated soil and disposal of surplus excavated soil as directed with in a lead of 50 m in all kind of soil.
169.2
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-
Providing and laying in position cement concrete of specified grade with cement mortar 1:4:8 (1 cement :4 coarse sand :8 graded stone agge 40 mm nominal size) excluding the cost of centering and shuttering.
56.4
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Providing and laying 50 mm thick cement concrete 1:2:4 (1 cement: 2 coarse sand :4 graded stone 20 mm nominal size agg) excluding the cost of centering and shuttering.
4.68
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-
Providing and constructing of RR masonry wall with hard stone in foundation and superstructure incl leveling up with cement concrete 1:6:12 (1 cement:6 coarse sand: 12 graded stone agg 20mm nominal size) with CM 1:6 (1 cement : 6 coarse sand).
291.4
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-
Pointing on stone work with cement mortar 1:3 (1 cement : 3 sand) with raised and cut pointing.
200
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-
Providing and fixing on wall unplasticised rigid PVC pipes 75 mm dia weep holes.
138.86
-
-
Providing and fixing of precast cement concrete solid block, incl hoisting and setting in position with CM 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete with 1:1½:3 (1 Cement: 1½ coarse and (zone-III) : 3 graded stone aggregate 20 mm nominal size).
0.89
-
-
Dry stone pitching 22.50 cm thick incl supply of stones and preparing surface complete.
6.36
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-
Centering and shuttering incl strutting, propping etc complete and removal of form work for copping.
13.6
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-
SCHEDULE ‘A’ PART - IV (Septic Tank, Soak Pit, Chambers and allied works) :- Construction of 20 Users Septic tank with brick work in CM 1 : 6 (1 Cement : 6 coarse sand), PCC sub base in cement concrete 1:4:8 (1 cement : 4 Coarse sand : 8 stone aggregates of 40mm size) and 1:2:4 ( 1 cement : 2 Coarse sand : 4 stone aggregates of 20mm size), RCC top slab with cement concrete 1:2:4 (1 cement : 2 Coarse sand : 4 stone aggregates of 20mm size) including plastering in cement mortar 1:3 ( 1 cement : 3 coarse sand ) with water proofing compound mix etc complete all as Shown in Drawing (Drawing No. STD/ENGR/05/09, Sheet No .1/1) and as per direction of the Engineer - in -Charge.
1
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Providing and fixing on wall unplasticised rigid PVC pipes incl jointing with seal ring, single socketed pipes of 75 mm dia.
6
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Providing and fixing on wall unplasticised rigid PVC pipes incl jointing with seal ring, single socketed pipes of 110 mm dia.
18
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-
Constructing brick masonry manhole in cement mortar 1:4 ( 1cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design, Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5.
4
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Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design With common burnt clay F.P.S. (non modular) bricks of class designation 7.5.
2
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-
SCHEDULE ‘A’ PART - V (Storm Water Drain) :- Earth work in excavation in fdn trenches incl dressing of sides and ramming of bottoms lift upto 1.5 m incl getting out the excavated soil and disposal of surplus excavated soil as directed with in a lead of 50 m in all kind of soil.
105.3
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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 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
24.3
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-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand).
49.68
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-
Providing and laying 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand).
370.8
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