Rajya Krishi Utpadan Mandi Parishad Tender
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Rajya Krishi Utpadan Mandi Parishad - RKUMP Tender
Eprocure
Opening Date26 Feb 2021
Closing Date17 Mar 2021
Tender Amount₹ 3,34,77,481
Costs
EMD
₹ 19,00,000Document Cost
₹ 1,770Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_RKUMP_559545_1Bid Award Id
ViewTender No
NIVIDA-1221 DATE-25 .02.21Tender Authority
Rajya Krishi Utpadan Mandi Parishad ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work.
285.58
-
630
Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete(plinth area of the building at ground floor only shall be measured as per I.S.6313 (PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1) Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4)Treatment junction of wall and the floor 7.5 liters /sqm (5) Treatment of soil along external perimeter of building 7.5 liters/sqm (6) Treatment of soil under apron along external perimter 5 liters/sqm. (As per manufacturer's standard dilution)
2347.26
-
150
R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-20
180.71
-
7900
R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in beam of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-20
127.53
-
9000
R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in slab excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. Binding wire cost being inluded in the item.M-20
55.01
-
8500
Boring providing & installing cast-in-situ single under reamed pile of specified dia and length below pile cap in cement concrete with mix 1:1.5:3 of 20mm nominal size to carry a safe working load not less than specified excluding the cost of steel reinforcement but including boring with pentonide solution and length of pile to embedded in the pile cap.(a) 400 mm dia single bulb Piles (P1)
635
-
2449.4
Vertical load testing of piles in accordance with IS 2910 (PartIV) including installation of loading platfarm and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification and the direction of engineer-in-charge. 1.Initial test
7
-
44419.5
2.Routine test
7
-
16657.3
As in item no. 6 above but for R.C.C. work in footing/raft (Using 1:1.5:3 Mix concrete) M-20
86.23
-
6850
As in item no. 6 above but for R.C.C. work in Column (Using 1:1.5:3 Mix concrete) M-20
53.98
-
8900
TMT-FE-500 steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.
637.92
-
5320
Class M-150 brick work in 1:6 cement coarse sand (of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work.
165.51
-
4102
Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size)
75.27
-
288.7
Paint on D.P.C. or over roof slabs one coat of air blown bitumen 85/50 or 85/25 @ about 1.0 Kg / Sqm including cost of fuel wood etc. Two Coat
75.27
-
72
Brick work in super-structure above plinth level up to floor two level (up to two storeys) including necessary cutting and moulding of bricks as required and also including honey comb brick work thickness of wall 230mm thick to (1:6 cement & coarse sand).
246.91
-
4577
12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 coarse sand
3390.63
-
142
12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1)1 cement : 6 coarse sand.
1599.42
-
128
Making grooves 10 to 12mm wide x 8mm deep in plaster of the walls or in ceiling vertically or horizontally as required.
246.41
-
26
Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.
242.04
-
48.8
P/F M.S. Angles iron 35x35x5mm .
456.3
-
55
Mild steel or iron work of small size and sections such as holding down bolts hold fast, tie rods, grating etc. ( when not included in an overall rates ) wrought to required shape as necessary for bending etc. including supply of steel and its wastage including cost of bolts, nuts if required, welding ,grinding and making holes as required for completion of work. M.S or iron work in Door/Window/Ventilator
84.6
-
55
Fabrication of Z section fixed / Open able steel windows including necessary steel fitting such as handles stay etc.
1314.9
-
55
Fabrication of window/Fixed Grill.
3882.15
-
55
Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete.With 12 mm mild steel U beading.
47.49
-
648.4
Fixing of Door, windows / ventilators chaukhats in position.Ground Floor (a) Door chaukhats
34
-
150
(b) Window chaukhats
19
-
100
(c) Ventilator chaukhats
11
-
60
Providing and fixing of flush door shutters commercial quality conforming to IS : 2202 Part I (1983) including fixing fixing of wooden cleats & stoppers and including fixing and adjustment of hinges, bolts locks, handles, springs and other fittings but excluding their supply and including painting with two coats of black Japan paint on all iron fitting if necessary. Fitting with necessary screws to be supplied departmentally.35 mm thick Single leaf
75.59
-
1400
Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : 250x16 mm
34
-
141.1
Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : 250 mm x 10mm
34
-
61.5
Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 125 mm
68
-
28.9
Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger,J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost ofall materials. (For Internal wall surface)
3338.39
-
82
Finishing wall with water proof cement paint of approved make and quality on new wood with two coat to give an even shade including supply of all materials, labour, tools and plant etc. required for proper completion of the work. (Two Coat)
2747.46
-
68
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
4561.91
-
95.5
Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3, Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt, dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work.
667.41
-
91.5
25mm thick 1:2:4 plain cement concrete floor (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement.
309.14
-
235
Providing and laying 25 mm kota stone flooring over 20 mm thick base of cement mortar 1:4(1 cement :4 coarse sand)laid over jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing complete.
2022.21
-
1200
Kota stone slab 20mm thick in risers of steps skirting dado and pillars laid on 10 mm thick cement mortar 1:3 1(cement:3 coarse sand) jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete.
193.31
-
1100
Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc, complete.
57.64
-
1010
Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
157.94
-
1010
Providing & laying "brick Coba" 120mm thick laid with M-150 class brick bat coba 7.50 cm thick with gap of 15mm to each other, over 20mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with acrylic cement concrete water proofing compound filled gaps ofcoba & top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finished smooth & top mashed false square 30 cm x 30 cm and side wall parapet shall be mono lythic plaster wall upto 30cm higher and junction and corner shall be rounded by brick ballast cement and coarse sand masonry coba with top finished plaster mixed with acetic water proofing compound @ 2% by weight & including S/o all material, labour T & P etc complete for proper completion of work.
230.84
-
1160.7
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and
applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Electric resistance or induction butt welded tubes.
45621.39
-
107.3
Providing and fixing precoated galvanised profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by ineerin-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto 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.
2765.56
-
520.8
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
90.06
-
634.9
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. 0.80 mm thick with zinc coating not less than 275 gm/m²
45
-
648.5
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion . (i) Single socketed pipes. a) 110mm diameter
135.6
-
253.1
Boring providing & installing cast-in-situ single under reamed pile of specified dia and length below pile cap in cement concrete with mix 1:1.5:3 of 20mm nominal size to carry a safe working load not less than specified excluding the cost of steel reinforcement but including boring with pentonide solution and length of pile to embedded in the pile cap.(a) 300 mm dia single bulb Piles (P1)
390.54
-
1981.5
12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1)1 cement : 6 Coarse sand
1628.25
-
139
S/F M.S. work in gate including all necessary for proper completion of the work.
869.4
-
63
Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal sizelaid in onelayer neat cement(40 mm thickfloor).
54.62
-
320
M-150 brick work in 1:4 cement and coarse sand of 2.25 coarseness modulus mortar in super-structure. Above plinth level up to floor two level (up to two storey) including necessary cutting and molding of brick work as required and also including honey combed brick work in thickness of wall more than 12cms.
49.16
-
5187
20 mm thick cement plaster in dado/skirting in 1:2 consistingof onepart of cement and 2 partsof aprovedcoarse sand laid inpanels,finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 including supply of all materials labour T & P etc. required for proper completion of the work.(PWD-597)
11.92
-
195
Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : (a) 4 mm thick.
9.9
-
747.4
Construction of drain along with apron 150*150mm..
69.28
-
756.4
Providing & fixing strips of 3.00 mm. Thickness in joints of floor and skirting at the time of laying floors flush with floor level including labour, tools plants etc. complete of 35mm depthPlumbing work
336.62
-
28
Excavating trenches in all kinds of soil of required width for pipes. including excavation for sockets and dressing of sides, ramming of bottoms, including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m. up to 1.50 m depth
170
-
302.2
Excavating trenches in all kinds of soil of required width for pipes. including excavation for sockets and dressing of sides, ramming of bottoms, including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m. 1.50 m to 3.00 m depth
10
-
407.7
Open timbering in trenches including shuttering and shoring complete. (Measurement to be taken of the face area timbered)Depth not exceeding 1.5 meter
10
-
55.6
Open timbering in trenches including shuttering and shoring complete. (Measurement to be taken of the face area timbered)Depth 1.5 to 3.00 meter
10
-
61.4
Providing and laying cement concrete 1:5:10(1cement:5coarse sand :10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design150 mm. dia.
10
-
383.9
Providing and laying cement concrete 1:5:10(1cement:5coarse sand :10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design250 mm. dia.
10
-
626.2
Providing and laying cement concrete 1:5:10(1cement:5coarse sand :10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design150 mm. dia.
10
-
522.3
Providing and laying cement concrete 1:5:10(1cement:5coarse sand :10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design250 mm. dia.
10
-
714.7
Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg).(i) For Sewer Line
4
-
9051.2
Extra for depth for manholes: Size 90x80cm with With common burnt clay FPS (non modular) bricks of class designation 7.5
2.5
-
6227.5
Extra for depth for manholes: Size 90x120cm with With common burnt clay FPS (non modular) bricks of class designation 7.5
2
-
23764.7
Providing orange colour safety foot rests of minimum 6 mm thick plastic encapsulated as per IS:10910 on 12 mm dia steel bar conforming to IS:1786 having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm thread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.
8
-
384.3
Providing & fixing G.I. pipes complete with G.I. fittings including tenching and refilling etc. (external work)80mm nominal bore.
30
-
719.1
Providing & fixing G.I. pipes complete with G.I. fittings including tenching and refilling etc. (external work)65mm nominal bore.
10
-
594.2
Providing & fixing G.I. pipes complete with G.I. fittings including tenching and refilling etc. (external work)50mm nominal bore.
10
-
469.1
Providing & fixing G.I. pipes complete with G.I. fittings including tenching and refilling etc. (external work)40mm nominal bore.
20
-
401
Providing & fixing G.I. pipes complete with G.I. fittings including tenching and refilling etc. (external work)32mm nominal bore.
10
-
352.5
Providing & fixing G.I. pipes complete with G.I. fittings including tenching and refilling etc. (external work)25mm nominal bore.
10
-
302.5
Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc.80mm nominal bore.
3
-
1840.8
Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc.65mm nominal bore.
1
-
1235.1
Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc.50mm nominal bore.
1
-
721.4
Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc.40mm nominal bore.
2
-
563
Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc.32mm nominal bore.
1
-
482.4
Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc.25mm nominal bore.
1
-
412.6
Constructing masonry Chamber 90X90X100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand ) for sluice valve, with C.I. surface box 100mm, top diameter, 160 mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (1 cement :5 fine sand : 10 graded stone aggregate 40mm 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
2
-
13391.3
Constructing brick masonry chamber 600 x 600 x 750 mm inside with F.P.S. brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for Sluice Valve / Air Valve, with C. I. surface box 100 mm top diameter, 160 mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 grade stone aggregate 20 mm nominal size); 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
8
-
7709.3
CONSRTUCTION OF SEPTIC TANK & SOAK PIT Size :- Length = 3.00 M. Width = 2.65M Total Depth =3.00M
1
-
159384.59
White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests
3
-
3100
Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever), conforming to IS : 7231, Parryware/ Hindware/ Seabrid /Orient (Coral) with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked black solid plastic seat and lid
1
-
4266
a)White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps
6
-
2562.8
Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.Semi rigid pipe 32 mm dia
4
-
70
Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.Semi rigid pipe 40 mm dia
2
-
75
Providing and fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
6
-
800
Range of Three half stall urinals with 10 litre PV.C. automatic flushing cistern.
6
-
14365.2
Providing and fixing stone slab table rubbed, edges rounded and polished of size 75x50cm deep and 1.8cm thick fixed in Urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1cement: 2coarse sand: 4graded stone aggregate 6mm nominal size) as per direction of Engineer-in-charge and finished smooth.Granite Stone of approved shade
12
-
2670
Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms
4
-
289.3
Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms.
6
-
131.6
Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms.
2
-
494.2
Providing and fixing unplasticised PVC connection pipe with brass unions15 mm nominal bore
8
-
68.8
Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 15 mm nominal bore
4
-
420
Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15 mm nominal bore
4
-
540
Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS:8931
6
-
510
Providing and fixing unplasticised-PVC pipe clips of approved design to unplasticised-PVC pipes by means of 50x50x50 mm hard wood plugs, screwed with MS screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.110mm
150
-
239.7
Providing and laying cement concrete 1:5:10(1 cement : 5 coarse sand : 10 graded stone aggregate 20mm nominal size) around P.V.C Soil and waste pipe including bed concrete as per standard design(embedded in the flooring / ground)100 /90 mm dia
150
-
678.1
Providing and fixing on wall face unplasticised-Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion. 110 mm
166.4
-
253.2
Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion. 110 mm Bend
28
-
107.7
Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion. 110 mm Shoe
15
-
94.4
Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.
15
-
39.2
Providing and fixing unplasticised-PVC pipe clips of approved design to unplasticised-PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with MS screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 M
68
-
239.7
Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,punning,rounding the edges and making and finishing the outlet complete.
20
-
202.5
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testiang of joints complete as per direction of Engineer in Charge.20mm dia nominal outer dia pipes
145
-
396.8
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testiang of joints complete as per direction of Engineer in Charge.25mm dia nominal outer dia pipes
60
-
466.4
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testiang of joints complete as per direction of Engineer in Charge.32mm dia nominal outer dia pipes
563.7
-
100
Providing and fixing GI pipes complete with GI fittings and clamps, including cutting and making good walls etc. (internal work).Making chases up to 7.5x7.5 cm in walls including making good and
finishing with matching surface after housing G.I. pipe etc.20mm dia nominal bore
85
-
210
25 mm dia nominal bore
60
-
260
32 mm dia nominal bore
55
-
439.6
40mm dia nominal bore
72
-
530.8
50 mm dia nominal bore
60
-
648
Painting GI pipes and fittings with SYNTHETIC enamel paint over a ready mixed priming coat, both of approved quality for new work.20mm dia nominal bore20mm dia nominal bore
85
-
15
25mm dia nominal bore
60
-
19.6
32mm dia nominal bore
55
-
23.5
40mm dia nominal bore
72
-
27.7
50mm dia nominal bore
60
-
33
Providing and fixing GI Union in GI pipes including cutting and threading the pipe and making long screws etc. complete (new work).20mm dia nominal bore
9
-
216.7
25 mm dia nominal bore
6
-
282.2
32 mm dia nominal bore
6
-
318.9
40 mm dia nominal bore
7
-
375.5
50 mm dia nominal bore
6
-
496.4
Providing and fixing gun metal gate valve with wheel of approved quality.40 MM
2
-
563
Providing and fixing gun metal gate valve with wheel of approved quality.50 MM
2
-
721.4
Providing and fixing brass stop cock of approved quality.b) 20 mm nominal bore
2
-
310
Providing and placing on terrace (at all floor levels)polyethylene water storage tank ISI : 12701 marked indicating the BIS License No. with cover and suitable locking arrangement and making necessary holes for inlet, outlet and over flow pipes but without fitting and base support for tank.[Sintex, Electroplast, Star, Lotus or equivalent having valid ISI license].Capcity in Per Liters
1000
-
6.8
Providing, laying and jointing glazed stoneware pipes grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete.100 MM
5
-
171.8
Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) all round S.W. pipes including bed concrete as per standard design100mm dia SW pipe
5
-
678.1
Providing and laying Non pressure NP 2 class (light duty) RCC pipe with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement : 2 fine sand ) including testing of joints etc. complete. 150 mm. dia. RCC Pipes
3
-
383.9
Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design150 mm. dia. RCC Pipes
3
-
522.3
Providing and fixing square-mouth S.W. gully trap grade‘A’ complete with C.I. grating, brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard designWith Sewer bricks conforming to IS : 4885
2
-
1926.8
Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg).(i) For Sewer Line
4
-
9051.2
Size 90x80cm with FPS bricks class I).
2
-
6227.5
Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement:3 coarse sand :6graded stone aggregate 20 mm nominal size) as per standard designWith 20x20 mm square bar
32
-
350.4
Providing and fixing C.P. brass Two-way angle valve for EWC points & for fixing Ablution Health Fauct of approved quality conforming to15 mm nominal bore
4
-
510
Earth work in excavation over areas including disposal of excavated earth, lead upto 50m, disposed earth to be levelled and neatly dressed.In all kind of soil upto 1.5m depth
47.38
-
150.9
In all kind of soil upto 1.5m to 3.0m. depth
45.09
-
225.9
In all kind of soil upto 3.0m to 4.5m. depth
12.02
-
301
Providing and laying of cement concrete in base excluding the cost of centring and shuttering by 1:2:4 (1 cement : 2 coarse sand : 4 gradded stone aggregae 40mm nominal size)
4.68
-
5634.5
Brick work with brick of class designation 150 in foundation and plinth in cement mortar (1 cement : 4 coarse sand)
115.78
-
4600
Reinforcement cement concrete work in RCC culvert slab with 1:2:4 (1 cement : 2 coarse sand and 4 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement.
3.98
-
8300
Centring and shuttering including struting, proping etc and removal of form for slab.
15
-
575.2
Providing and fixing C.I. tee at the inlet and outlet of septic tank.
2
-
473
Providing & fixing 75mm dia vent pipes.
1
-
766.3
Providing & fixing of 75mm dia cast iron terminal guard.
1
-
236
Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.M.D. -10- Circular shape 500mm internal diameter
4
-
859.5
Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.M.D. -2.5- Circular shape 450mm internal diameter
4
-
852.6
Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design.With F.P.S. bricks
2
-
20981.3
Distempering (Two coat) with dry distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat of whitining after thoroughly brushing the surface free from mortar dropping & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost of all materials.
87.38
-
41
Prepration of subgrade by excavating earth to an average of 22.5 cm depth dressing to and consolidating with road roller including making good the undulation etc.and disposal of surplus earth lead up to 50 m.
1313.46
-
130.1
Supplying and stacking of graded stone aggregate at site of size range.(a) 90 mm to 45 mm
157.62
-
2662
Supplying and stacking of graded stone aggregate at site of size range.(a) 63 mm to 45 mm
197.02
-
2761
Supplying and stacking of graded stone aggregate at site of size range.(a) 53 mm to 22.4 mm
147.76
-
2910
Brick edging both side road of 1st clss M-150 brickedge laid including excavation refilling and disposal of surplus earth lead up 50m.
0.15
-
65800
P/L primer coat with bitumen emulsion @ .60 kg per sqm
1313.46
-
26.4
P/L track coat with bitumen emulsionVG-10 @ .3 KG/SQM
1313.46
-
14
2 cm premix carpet surfacing with 1.8cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively / 100 sqm and 52 kg and 56 kg of hot bitumen / cum of stone chippings of 13.2 mm and 11.2 mm size respectively including consolidation with road roller of 6 to 9tonne capacity etc. complete ( tack coatto be paid for seperately)bitumen VG-10 @1.46 KG/SQM
1313.46
-
145.4
P/L seal coat with bitumen VG-10 0.68 kg/sqm and crushed stone chipping 6.7 mm size@0.006kg/sqm
1313.46
-
47.8
INTER LOCKING AREA
656.73
-
880
Earth work in excavation by mechanical means (Hydraulic excavatior)/manual means over areas(exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.In all kind of soil upto 1.5m to 3.0m. depth
16.3
-
127
Earth work in excavation by mechanical means (Hydraulic excavatior)/manual means over areas(exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.In all kind of soil upto 1.5m to 3.0m. depthIn all kind of soil upto 3.0m to 4.5m. depthIn all kind of soil upto 1.5m to 3.0m. depth
12.79
-
144
Providing and laying in position cement concrete of specified grade excluding the ccost of centering and shuttering -All work up to plinth level:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).
0.8
-
5800
Reinforced cement concrete work inbeams, suspended floors, roofs having slope up to 15º landings, balconies, shelves, chajjas, intels, 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 20mm nominal size)
1.07
-
7700
Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-incharge, upto 90 metre depth below ground level.Drilling of 300mm dia bore hole manually.
25
-
425.2
Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.150 mm nominal size dia
25
-
619.3
Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
3.53
-
1101
Supplying, filling, spreading & leveling gravels of size range 5 mm to 10mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
3.53
-
1101
Supplying, filling, spreading & leveling coarase sand of size range 1.5 mm to 2mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer-in-charge.
3.53
-
1101
Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/medium/coarse, in required grading & size as per actual requirement, all complete as per direction of Engineer-in-charge.
1
-
1243
Providing, laying and joining glazed stone ware pipes grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete.150 MM
140
-
415.1
Providing, laying and joining glazed stone ware pipes grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. 200 MM
15
-
659.2
Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand :10 graded stone aggregate 40 mm nominal size) all-round S.W. pipesincluding bed concrete as per standard design : 150 MM
140
-
829.2
Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand :10 graded stone aggregate 40 mm nominal size) all-round S.W. pipesincluding bed concrete as per standard design : 200 MM
15
-
966.7
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