Assam Rifles Tender
View complete overview of Manipur Assam Rifles Tender
Assam Rifles Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date29 Jan 2024
Closing Date22 Feb 2024
Tender Amount₹ 1,13,04,492
Costs
EMD
₹ 2,26,500Document Cost
₹ 1,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_ARMHA_792538_1Bid Award Id
ViewTender No
VIII.11014/8334/WSS/HQ26 Sect/E-4/Engr-2023Tender Authority
Assam Rifles ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
Provision of drinking water facilities for COB Kwatha and RRC of AR Bn Tengnoupal
Provision of drinking water facilities for COB Kwatha and RRC of AR Bn Tengnoupal
BOQ Items
Providing and fixing 65mm dia nominal bore G.I. pipes complete with G.I. fittings including trenching and refilling etc.
480
-
-
Providing and fixing 50mm dia nominal bore G.I. pipes complete with G.I. fittings including trenching and refilling etc.
200
-
-
Providing and fixing 40mm dia nominal bore G.I. pipes complete with G.I. fittings including trenching and refilling etc.
150
-
-
Providing and fixing 50mm dia Gun metal valve Non Return Valve of approved quality Vertical
2
-
-
Providing and fixing 40mm dia Gun metal valve Non Return Valve of approved quality Vertical
6
-
-
Providing and fixing 50 mm nominal G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws bore
10
-
-
Providing and fixing 40 mm nominal G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws bore
10
-
-
Providing and fixing 65 mm dia gun metal gate valve with C.I. wheel of approved quality (screwed end) :
5
-
-
Providing and fixing 40mm mm dia gun metal gate valve with C.I. wheel of approved quality (screwed end) :
10
-
-
Providing and fixing brass bib cock of approved quality :15 mm nominal bore
20
-
-
Providing and fixing CP stop cock of approved quality :15 mm nominal bore
20
-
-
Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS 15801, UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineerin-Charge. Internal Exposed on wall 15 mm dia
125
-
-
Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS 15801, UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineerin-Charge. Internal Exposed on wall 25mm dia
150
-
-
Providing and fixing PPR gate valve with C.I. wheel of approved quality (screwed end) :25 mm nominal bore
5
-
-
Supply and fixing of 2 HP monoblock pump single phase 45 mtr head 220 Volts with suction pipe, Footvalve and provision of priming of pump with suitable starter
2
-
-
Supply and fixing of 500 Ltr Per Hour water purification plant / RO plant alongwith dosing pump, membrane pump, stand, membrane, UV+RO, 1X extra sediment filter out side the plant, pressure gauge necessary electrical accessories with covered CGI Sheet Shed as per directed by the Engr-in-charge.
1
-
-
SCHEDULE ‘A’ PART - I (A)(2xRCC TANK Kwatha)
-
-
-
Earth work in surface excavation not exceeding 30 CM in depth but exceeding 1.5M in width as well as 10 Sqm on plan including getting out and disposal of excavated earth up to 50 M and lift up to 1.5m as directed by Engr-in-charge
55
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual menas in foundation treanches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of disposal of surplus excavated soild as directed, within a lead of 50 m. All kind of soil.
57.5
-
-
1:3:6 (1 Cement : 3 Coarse snd (Zone -III) :6 Graded stone aggregate 20mm nominal size)
4.9
-
-
Centering and shuttering including propping etc and removal of form work for retaining wall return walls, walls (any thickness) including attached pillasters, butteresses, plinth and string fillets kerbs and steps etc
88.86
-
-
Centering and shuttering including propping etc and removal of form work for retaining wall return walls, walls (any thickness) including attached pillasters, butteresses, plinth and string fillets kerbs and steps etc
21
-
-
Steel reinforcement for RCC work including straightening, cutting bending placing in position and binding all complete up to plinth level Thermo-Mechanically treated bars of grade FE-500D or more
2106.8
-
-
Reinforced cement concrete work in wall (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 vie level excluding 1:1.5:3 (1 cement : 1.5 Coarse sand (zoneIII) :3 grade stone nominal size)
21
-
-
Reinforced cement concrete work in beams, suspended floors, roofs have slope up to 15digree landings, balconies, shelves, Chhajas, balconies, shelves, Chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above pinth level up to floor five level, excluding the cost of centering, shuttering finishing and reinforcemetn with 1:1.5:3 (1 cement : 1.5 Coarse sand (zoneIII) :3 grade stone nominal size)
4.2
-
-
15mm Cement plaster finished with a floating coat of neat cement of mix 1:3 (1 cement :3 fine sand)
225
-
-
Extra for providing and mixing water proofing material in cement plaster work in proportin recommended by the manufacturers
36
-
-
SCHEDULE ‘A’ PART - I(B) (PUMP HOUSE AT KLP )
-
-
-
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. All kinds of soil.
6.34
-
-
Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work upto plinth level .1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
0.58
-
-
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. up to floor five l,excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate
20 mm nominal size)
2.62
-
-
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 up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
0.77
-
-
Centering and shuttering including strutting, propping etc. and removal of form for :Columns, Pillars, Piers, Abutments, Posts and Struts
7.04
-
-
Centering and shuttering including strutting, propping etc. and removal
of form for :Columns, Pillars, Piers, Abutments, Posts and Struts
16.38
-
-
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
322.93
-
-
Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. Foundation bolt 450mm long 20 mm dia
43.58
-
-
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 stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete kg
3342.39
-
-
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
921.39
-
-
Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.63 mm thick with zinc coating not less than 275 gm/ m²
6.96
-
-
Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J. or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete. 0.63 mm thick with zinc coating not less than 275 gm/m² metre
8.68
-
-
Providing and fixing wind ties of 40x 6 mm flat iron section.
16.68
-
-
Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position : Sal wood
0.16
-
-
Providing and fixing plain Multipurpose Cement board ( High Pressure steam cured ) as per IS : 14862, with suitable screws for fibre cement board in ceiling etc. complete (frame work to be paid separately) : 6 mm thick cement board
6.55
-
-
Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete : Kiln seasoned and chemically treated hollock wood 50x12 mm metre
15.36
-
-
Providing and fixing hard drawn steel wire fabric 75x25 mm mesh of weight not less than 7.75 Kg per sqm to window frames etc. including 62x19 mm beading of second class teak wood and priming coat with approved steel primer all complete.
13.82
-
-
Providing lipping with 2nd class teak wood battens 25 mm minimum depth
1.79
-
-
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work
126.11
-
-
Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade. sqm
6.55
-
-
Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/ 10 sqm of approved brand and manufacture
1.79
-
-
Earth work excavation by mechanical means (Hydraulic excavator)/Manual means in fdn trench n exc 1.50 mtr deep & wide including dressing of sides and ramming of bottoms, lift upto 1.5 m all kinds of soil (H=4.00 Mtr and 3.00 Mtr ). 5 x 40.00 mtr 6 x 10.00 mtr and 1 x 5.00 mtr
38.25
-
-
M/L for 1:4:8 type D-02 in fdn filling at wall concrete
4.5
-
-
Random rubble masonry with hard stone in foundation and plinth incl levelling up with cement concrete 1:6:12 (upto plinth level with cement morter 1:6
15.75
-
-
Providing and laying cement concrete 1:2:4 in coping etc with finishing
0.01
-
-
Pointing on stone with cement morter 1:3 raised and cut pointing
56.16
-
-
Centring and shuttering incl struting, propping etc and removal of side of coping
18.75
-
-
SCHEDULE ‘A’ PART - I(C) (2x Borewell Kwatha and Pallel )
-
-
-
Transportation of rig and other tools, equipments and machinery (compressor etc) as site as required for drilling of tube well, and dismantling after completion as directed by enginner -in-charge
2
-
-
Trial bore will 150mm (6") dia bore in all classes of soil including hard work soil samples at ever 3.0 meters or wherever there is a change in strata up to the required dpth till suitable water bearing strata, complete as directed by Engr-in-charge
460
-
-
Re-boring the above 150mm dia bore to bigger sizes of 200mm dia in all classes of soils including hard rock complete as directed by the engineer-in-charge
400
-
-
Washing the bore properly including extraction of drilling rod, washing keeping priperly at site in all complete including development with air compressor incluidng cost of fuel mobil and other accessoreis as directed
400
-
-
Supply and lowering of MS PIPES /Stainer of 200 mm dia including centering and welding
160
-
-
Development of well with air compressor including cost of fuel, mobile and other accessories
2
-
-
Supply and fixing MS well cover with PCC plateform all around of size 1.5x1.5x.30m
2
-
-
Supply, fixing testing, lowering of submersible pumps 15 HP, 3 Phase, 440 V, 50 Hz, 120 Mtr Head Vertical with suitable starter
4
-
-
Supply and lowering of 3 core flat submersible copper cable 10 Sqmm dia
800
-
-
Supply and lowering of 65 mm dia UPVC column pipes one side internal threade another side external thread for having thermal stability for hot & cold water supply including all UPVC plain & brass threaded fittings this includes jointing of pipes & fittings with complete as per direction of Engr -in-charge
300
-
-
Supply and fixing of hanging rop PVC insulated heavey GI wire 20 Sqmm
300
-
-
Gravel packing in tubewell constructionin accordance with IS: 4097, including providing gravel fine/medium/coarsde, in required grading & sizes as per actual requirement, all complete as per direction of engr-in-charge.
10
-
-
SCHEDULE ‘A’ PART - II(A) (Water Supply Scheme RRC )
-
-
-
Supply installation testing & commissioning of 15 HP open well Submersible pump 11 KW 105 Mtr head, outlet 65 mm dia, 3 phase including suitable starter delta starter make Havells
2
-
-
Supply & fixing of 4 Sqmm copper cable 4 Sqmm 3 core
2300
-
-
Providing and fixing 65mm dia nominal bore G.I. pipes complete with G.I. fittings including trenching and refilling etc.
2300
-
-
Providing and fixing 50mm dia nominal bore G.I. pipes complete with G.I. fittings including trenching and refilling etc.
200
-
-
Providing and fixing 40mm dia nominal bore G.I. pipes complete with G.I. fittings including trenching and refilling etc.
150
-
-
Providing and fixing 50mm dia Gun metal valve Non Return Valve of approved quality Vertical
4
-
-
Providing and fixing 40mm dia Gun metal valve Non Return Valve of approved quality Vertical
2
-
-
Providing and fixing 50 mm nominal G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws bore
3
-
-
Providing and fixing 40 mm nominal G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws bore
2
-
-
Providing and fixing 65 mm dia gun metal gate valve with C.I. wheel of approved quality (screwed end) :
1
-
-
Providing and fixing 40mm mm dia gun metal gate valve with C.I. wheel of approved quality (screwed end) :
1
-
-
Providing and fixing brass bib cock of approved quality :15 mm nominal bore
20
-
-
Providing and fixing CP stop cock of approved quality :15 mm nominal bore
20
-
-
Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS 15801, UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineerin-Charge. Internal Exposed on wall 15 mm dia
75
-
-
Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS 15801, UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineerin-Charge. Internal Exposed on wall 25mm dia
95
-
-
Providing and fixing PPR gate valve with C.I. wheel of approved quality (screwed end) :25 mm nominal bore
5
-
-
Supply and fixing of 2 HP monoblock pump single phase 45 mtr head 220 Volts with suction pipe, Footvalve and provision of priming of pump
1
-
-
Supply and fixing of 500 Ltr Per Hour water purification plant / RO plant alongwith dosing pump, membrane pump, stand, membrane, UV+RO, 1X extra sediment filter out side the plant, pressure gauge necessary electrical accessories with covered CGI Sheet Shed as per directed by the Engr-in-charge.
1
-
-
SCHEDULE ‘A’ PART - II (B)(RCC TANK )
-
-
-
Earth work in surface excavation not exceeding 30 CM in depth but exceeding 1.5M in width as well as 10 Sqm on plan including getting out and disposal of excavated earth up to 50 M and lift up to 1.5m as directed by Engr-in-charge
27.5
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual menas in foundation treanches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of disposal of surplus excavated soild as directed, within a lead of 50 m. All kind of soil.
28.75
-
-
1:3:6 (1 Cement : 3 Coarse snd (Zone -III) :6 Graded stone aggregate 20mm nominal size)
2.45
-
-
Centering and shuttering including propping etc and removal of form work for retaining wall return walls, walls (any thickness) including attached pillasters, butteresses, plinth and string fillets kerbs and steps etc
44.43
-
-
Centering and shuttering including propping etc and removal of form work for retaining wall return walls, walls (any thickness) including attached pillasters, butteresses, plinth and string fillets kerbs and steps etc
10.5
-
-
Steel reinforcement for RCC work including straightening, cutting bending placing in position and binding all complete up to plinth level Thermo-Mechanically treated bars of grade FE-500D or more
1053.4
-
-
Reinforced cement concrete work in wall (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 vie level excluding 1:1.5:3 (1 cement : 1.5 Coarse sand (zoneIII) :3 grade stone nominal size)
10.05
-
-
Reinforced cement concrete work in beams, suspended floors, roofs have slope up to 15digree landings, balconies, shelves, Chhajas, balconies, shelves, Chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above pinth level up to floor five level, excluding the cost of centering, shuttering finishing and reinforcemetn with 1:1.5:3 (1 cement : 1.5 Coarse sand (zoneIII) :3 grade stone nominal size)
2.1
-
-
15mm Cement plaster finished with a floating coat of neat cement of mix 1:3 (1 cement :3 fine sand)
112.5
-
-
Extra for providing and mixing water proofing material in cement plaster work in proportin recommended by the manufacturers
18
-
-
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