Assam Rifles Tender
View complete overview of Nagaland Assam Rifles Tender
Costs
EMD
₹ 94,000Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_ARMHA_777225_1Bid Award Id
ViewTender No
VIII.11001/Engr/OB-04/2023-24Tender Authority
Assam Rifles ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
Spl Repair Extension and Stabilisation of Boundary Wall with Steel Gate for Def Coy of HQ IGAR(N)
Spl Repair Extension and Stabilisation of Boundary Wall with Steel Gate for Def Coy of HQ IGAR(N)
BOQ Items
Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles 10 mm to 25 mm
80.1
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Repairs to plaster of thickness 12 mm to 20 mm in patches of area2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge
372
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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 1:4 (1 cement : 4 coarse sand)
5.18
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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)
43.92
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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)
12.93
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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
80.1
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Finishing walls with Acrylic Smooth exterior paint of required shade :Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface
1738.8
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Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm)
372
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-
SCHEDULE ‘A’ PART-II : Extension of Boundary Wall
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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 disposal of excavated earth upto 50 m and lift upto 1.5 m, disposed soil to be levelled and neatly dressed in all kinds of soil.
342
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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.
51.1
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M/L for PCC 1:4:8 type D2 using 40mm gd aggregate as in fdn concrete.
10.43
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Providing and laying in position RCC 1:2:4 type B1 using 20mm gd aggregate, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level.
9.89
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M/L for RCC 1:2:4 type B1 using 20mm gd aggregate in columns, plinth beam, lintel band, etc. up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement.
25.5
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Providing and laying cement concrete 1:3:6 using graded stone aggregate 20mm nominal size in coping, up to floor five level, excluding the cost of centering, shuttering and finishing.
3.56
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Centering and shuttering including strutting, propping etc. and removal of form for Column.
251.37
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Centering and shuttering including strutting, propping etc. and removal of form for Plinth beam.
78.49
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Steel reinforcement using hot rolled deformed bars for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
2926.55
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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 CM 1:6.
19.63
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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 CM 1:6.
104.65
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M/L for 15 mm cement plaster on the both side of brick wall of mix CM 1:4.
1106.22
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Finishing walls with water proofing cement paint of required shade on new work (Two or more coats applied @ 3.84 kg/10 sqm).
1106.22
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Supplying at site Angle iron post & strut of 65x65x6mm 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.
607.48
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Fencing with angle iron post placed at required distance embedded in 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 GI 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, earthwork and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used.
2882.49
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Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade, Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
20.35
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Schedule A Part-III : MS GATE
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Steel work welded in built up sections/ framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings
230
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Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
10.8
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