Rural Development Department Tender
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Costs
EMD
₹ 46,250Document Cost
₹ 6,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CERWI_101606_1Bid Award Id
ViewTender No
Online/16/RWD-II/2023-2024Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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BOQ Items
Providing Cement Concrete (1:3:6) with 40mm size crusher broken granite metal of approved quality from approved quarry including hoisting lowering & levelling in position to required level in each layer not exceeding 15cm thick in foundation including frame work where necessary ramming using vibrator to proper slope and levelling curing dewatering with cost conveyance taxes royality, labour of all materials, with additional charges as decieded by the District Administration, DMF & EMF @15% on royality amount and including hire & running charges of machineries T&P required for the work including supplying & working of pumps and cess as per the specifiction and direction of Engineer-in- charge
19.24
130085
6761.2
Providing Plain Cement Concrete of proportion (1:2:4) using 12 mm (1/2") size clean hard black crusher broken granite chips of approved quality and from approved quarry including hoisting lowering and laying concrete in layers not exceeding 15cm (6") thick to the required level ramming, watering & Curing etc. complete including cost & conveyance of all materials with all taxes & royalties and all labour with T&P required for the work with cess etc, with additional charges as decieded by the District Administration, DMF & EMF @15% on royality amount and including hire & running charges of machineries T&P required for the work including supplying & working of pumps and cess as per the specifiction and direction of Engineer-in- charge
1.3
10799
8307.62
RCC work of grade M-20 having a minimum compressive strength in work text of 200Kg/cm2 in 15cm cubes at 28days after mixing and tests conducted using 10mm to 20mm size (20mm not to exceed 25 percent) crusher black broken granite stone chips of approved quality and from approved quarry including hoisting,lowering and laying concrete by using vibrators watering and curing for four weeks centering and shuttering and finishing the exposed surface smooth to receive painting or white or clour wasing providing grooves or beads where necessary including cost, conveyance, taxes with additional charges as decieded by the District Administration, DMF & EMF @15% on royality amount royalties of all materials and labour required for the work etc, complete with all T&P and cess in all respect but execluding cost of reinforcement MS rods or tor steel and binding wires of 18 to 20 guage and labour charges etc, complete as per specification and direction of Engineer-in-charge.
Column base
14.66
112348
7663.58
Column
5.49
96245
17531.08
Plinth
4.29
36401
8485.12
Lintel
3.15
46375
14722.41
Beam
6.06
106238
17531.08
Chajja
5.76
7026
1219.84
Stair Case
1.53
23617
15436.32
Slab
12.4
174599
14080.62
1st Floor
Column
3.68
72379
19668.3
Lintel
2.12
34551
16297.95
Beam
4.35
85557
19668.3
Chajja
3.95
5430
1374.83
Stair Case
1.53
26246
17154.63
Slab
10.39
161333
15527.81
Head Room
Column
1.24
27545
22214.37
Beam
0.66
14661
22214.37
Chajja
7.02
10948
1559.61
Slab
1.54
26558
17245.78
Straightening bent up or coiled rods cutting bending,binding, cranking hooking, welding jointing (if required) the M.S.Rods or Tor steel & binding wires and binding tying the grills hoisting lowering & placing in proper position as required for RCC works with cost conveyance & taxes of M.S. Rods or Tor steel & binding wires of 18 to 20 gauge and labour with all T&P required for the work with cess etc,complete in all floors (weight of binding wire will not be considered for payment and payment will be made on weight of M.S. Rods or Tor steel only) etc. in all respects as per the direction of Engineer-in-Charge.
54.38
486743
8950.79
1st Floor
27.63
248031
8976.89
Head Room
4.94
44474
9002.99
Fly ash brick masonary in Cement Mortar (1:6) in Foundation using Fly ash brick of 25 cm X 12 cm X 8 cm size having a crushing strength not less than 75kg per Sq.cm with dimensional tolerance ± 2% including splays cutting circular moulding chamfering & curbelling watering and curring for 7days after immersing the bricks in water for six hours before use etc. with additional charges as decieded by the District Administration, DMF & EMF @15% on royality amount and including hire & running charges of machineries T&P required for the work including supplying & working of pumps and cess as per the specifiction and direction of Engineer-in- charge
21.06
112437
5338.92
Fly ash brick masonary in Cement Mortar (1:6) in Superstrcuture using Fly ash brick of 25 cm X 12 cm X 8 cm size having a crushing strength not less than 75kg per Sq.cm with dimensional tolerance ± 2% including splays cutting circular moulding chamfering & curbelling watering and curring for 7days after immersing the bricks in water for six hours before use etc. with additional charges as decieded by the District Administration, DMF & EMF @15% on royality amount and including hire & running charges of machineries T&P required for the work including supplying & working of pumps and cess as per the specifiction and direction of Engineer-in- charge
46.8
251654
5377.24
1st Floor
30.82
174755
5670.21
Head Room
9.4
56053
5963.18
12mm (1/2") thick cement plaster in C.M (1:6) finsihed smooth to out side brick walls after racking out the joints including watering & curing for seven days with cost and conveyance of all materials and laobur with T&P required for the work with all taxes, royalties & cess etc, with additional charges as decieded by the District Administration, DMF & EMF @15% on royality amount and labour charges, T&P etc. required for the work complete as per specification and direction of the Engineer-in-Charge.
140.3
23985
170.96
1st Floor
108.8
19258
177.01
Head Room
66.43
12884
193.96
16mm (5/8") thick cement plaster in C.M. (1:6) finished smooth to inside surface of 10" thick brick wall after racking out the joints including watering & curing for seven days with cost and conveyance of all materials and labour with T&P required for the work with all taxes, royalties & cess etc, with additional charges as decieded by the District Administration, DMF & EMF @15% on royality amount and labour charges, T&P etc. required for the work complete as per specification and direction of the Engineer-in-Charge.
261.3
62800
240.34
1st Floor
304.4
74803
245.74
Head Room
18.88
4741
251.12
6mm thick cement plaster in cement mortar (1:4) to ceilling of roof lintel and chajjas after chipping and chiselling the same and clearing the surface by wire brush finished smooth watering and curing for 7 days including cost,conveyance of all materials and labour with T&P & Cess required for the work with taxes and royality etc with additional charges as decieded by the District Administration, DMF & EMF @15% on royality amount and labour charges, T&P etc. required for the work complete as per specification and direction of the Engineer-in-Charge.
83.93
15245
181.65
First Floor
60.99
11337
185.89
Head Room
7.24
1376
190.12
Supplying,fitting & fixing Anti skid vetrified tile in floors of size 600mm x 600mm of approved make conforming to IS:13755 laid on 20 mm thick cement mortar (1:4) (1 cement:4 course sand) and filling joints with white cement of approved quality including cost of all materials with additional charges as decieded by the District Administration, DMF & EMF @15% on royality amount and labour charges, T&P etc. required for the work complete as per specification and direction of the Engineer-in-Charge.
86.69
95746
1104.47
First Floor
78
86984
1115.18
Fixing vetrified tiles in dadoos, skirting and risers of steps on 12mm thick CP (1:3) jointed with neat cement slurry mixed with pigments to match the shade of the tiles including cost, carriage, cost of all labour etc. complete. with additional charges as decieded by the District Administration, DMF & EMF @15% on royality amount and labour charges, T&P etc. required for the work complete as per specification and direction of the Engineer-in-Charge.
21.4
25886
1209.66
First Floor
12.5
15322
1225.77
Priming one coats with any approved primer over plaster surface including cost of the primer with cost conveyance and taxes of all materials and labour with T&P required for the work with cess etc, complete as per the direction of the Engineer-In-Charge.
464.13
31008
66.81
First Floor
461.69
32073
69.47
Head Room
92.55
6478
70
Wall painting two coats with plastic Emulsion paint of approved quality & shade on new work to give an even shade with brush to interior walls surface after cleaning the surface including cost of plastic emulsion paint with cost, conveyance and taxes of all materials and labour with T&P required for the work with CESS etc complete as per direction of Engineer-in-Charge.
Ground Floor
323.83
28856
89.11
First Floor
352.89
32053
90.83
Head Room
26.12
2417
92.56
Finishing wall surface two coats with approved quality of weather coat (ISI) paint of plastered surface after celaning the surface including cost of paint, cost conveyance and taxes of all materials and labour with T&P and Cess required for the work etc, complete in all respect as per the direction of Engineer-in-Charge.
140.3
11538
82.24
First Floor
108.8
9259
85.11
Head Room
66.43
5844
87.98
Supplying of M.S. Door, Window with grills, Grills made out of M.S. Angle frame, M.S. Flat, Sheet etc of approved section & design, electrically welded properly with all necessary locking arrengement, and 1 coat red oxide primer including cost of all materials, labour charges, carriage of materials to site etc. complete. Ground Floor
564.77
39533
70
First Floor
420.58
29440
70
Head Room
59.5
4165
70
Supplying,fitting,fixing up window (sliding type) made up aluminum section 151-154,151-155, as windows frame sec tion no. 151-155,151-153 abd 151-167 as shuter frame with 5mm thick black glass as panel fitted with rubber beading including locking arrangement including all fitting in cluding cost of materials all taxes labour,T&P & Cess etc complete as per direction of Engineer-in-charge.
9.97
49460
4960.97
First Floor
10.38
51494
4960.97
Providing and Fixing ISI marked 32mm thick flush door shutters conforming to IS : 2202 (part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak three ply veneering with vertical grains or cross bands and face veneers on both faces of shutters of approved design including cost of all door fittings and fixtures etc. complete
11.63
124075
10668.61
First Floor
7.75
82681
10668.61
Supplying fitting of Stainless steel of 304 garde in hand railing using 50 mm dia of 2 mm thick circular pipe with balustarade of size 32 mm X 32 mm X 2 mm @ 0.90m C/C in 3 rows in stair case as per approved design and specification buffering polisging etc. including cost conveyance of all materials complete as per direction of the Engineer- in - Charge.
4.5
16675
3705.56
First Floor
4.5
16675
3705.56
Painting two coats with approved enamel paints of approved colour, shade over a coat of primer including sand papering, polishing the surface, cost, conveyances of all materials and cost of all labour etc, complete as per specification & direction of E.I.C.
29.33
6246
212.96
First Floor
19.49
4256
218.37
Head Room
2.37
530
223.95
25mm thick CC 1:2:2 with 6mm size CB Chips for grading concrete over roof slab etc complete.
25.36
9352
368.77
First Floor
91.38
36515
399.6
Head Room
12.31
5298
430.42
Providing & fixing of chequred tiles in floors of approved make conforming to IS:13755 laid on 20 mm thick cement mortar (1:4) (1 cement:4 course sand) and filling joints with white cement of approved quality including cost of all materials with additional charges as decieded by the District Administration, DMF & EMF @15% on royality amount and labour charges, T&P etc. required for the work complete as per specification and direction of the Engineer-in-Charge.
12.96
8656
667.93
Earthwork in all kinds of soil in excavation of foundation trenches within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.30m in depth etc all complete as per direction of the E.I.C. Initial lift upto 1.5 mtr
6.89
1571
228.21
From 1.5 mtr to 3.0 mtr depth
2.3
562
244.97
Supplying all materials, labour, T&P and filling in foundation and plinth with river sand well watered and rammed including conveyance of all materials to work site, payment of royalty, taxes etc all complete as per the direction of the E.I.C.
0.69
613
892
Supplying all materials, labour, T&P and providing cement concrete (1:3:6) with 40mm H.G metal including watering, curing and conveyance of all materials to site payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.
0.46
2624
5717.1
Supplying all materials, labour, T&P and providing plain cement concrete (1:1.5:3) with 12mm size H.G chips including watering, curing and conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.
0.5
3998
7981.3
Supplying all materials,labour, T&P and providing Brick work with K.B.Brick having crushing strength not less than 75 Kg/CM2 with dimensional tolerence of +/- 8% in C.M including watering, curring, conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.
3.19
17370
5450.5
Supplying all materials, labour, T&P and providing cement plaster on brick/stone work including watering,curring and conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.
8.55
1574
184.2
Supplying all materials, labour, T&P and providing cement punning on plastered surface including watering,curring and conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.
8.55
297
34.8
Supplying all materials, labour, T&P and providing rigid and smooth centering and shuttering for RCC work including false work and dismantling them after casting including conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.
1.78
1201
676.9
Supplying all materials, labour, T&P and providing M.S.reinforcements for RCC work including cutting, bending, binding, straightening and tying the grills and placing in position including cost of binding wire 18 to 20 gauge conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.
0.22
1984
9018.5
Supplying all materials, labour, T&P and providing Reinforced cement concrete (1:1.5:3) with 12mm size H.G chips including watering, curing and conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.
0.25
1995
7981.3
Supplying all materials, labour, T&P and making M.S. Step Iron in 20mm Dia M.S Steel bars and fixing into walls of Manhole/ Septic Tanks duly embeded in C.C(1:2:4) etc all complete as per P.H specification and direction of the E.I.C.
5
1340
268.1
Supplying all materials, labour, T&P and providing 50mm thick pre-cast R.C.C. baffle wall in R.C.C(1:1.5:3) including reinforcement cage using 12mm size HG chips fitted and fixed in position, finished smooth etc. complete including cutting grooves and mending good the damages etc all complete as per P.H specification and direction of the E.I.C.
0.45
443
985.4
Supplying all materials, labour, T&P and providing 160mm dia P.V.C Tee inside the septic tank including cutting holes and duly embeded in P.C.C(1:1.5:3) using 12mm size HG chips fitted and fixed in position and mending good the damages etc all complete as per P.H specification and direction of the E.I.C.
2
1694
847.3
Supplying all materials, labour,T&P and providing 12mm thick cement flush pointing in C:M (1:3) to Brick Masonry works including watering curring and conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C.
12.65
2022
159.9
Supplying all materials, labour,T&P and filling Foundation and Plinth with excavated earth including watering, ramming etc all complete as per direction of the E.I.C.
2.2
281
128.05
Supplying all materials, labour, T&P and fixing Ceramic tiles in floors, treads abd kabdubg ib 25mm thick bed of cement mortar 1:1 joined with neat cement slurry mixed with pigment to match the shades of the tiles including rubbing and polishing etc. all complete as per specification and direction of the E.I.C. GROUND FLOOR
8.24
10009
1214.7
1ST FLOOR
5.75
7117
1237.9
Supplying all materials, labour, T&P and fixing porcelain glazed tiles in dado skirting on 12mm thick CP 1:3 joined with neat cement slurry mixed with pigment to match the shades of the tiles including rubbing and polishing etc. all complete as per specification and direction of the E.I.C. GROUND FLOOR
32.59
41663
1278.4
1ST FLOOR
22.24
29176
1311.9
Factory made single leaf rigid FRP(alternately called GRP) sandwich composite door shutter of 32mm thick laminated with two GRP skins with wood grain finish fabricated using UV-stabilised Isopthalic Gelcoat and one layer of 450 gsm E-glass Chopped Strand Mat (CSM) impregnated with orthopthalic palyester resin. The thickness of the skins shall not be less than 1.50mm Expanded Polystyrone(EPS) structural foam panel of 29mm thickness and a density of 20kg/cu.mtr shall be used as core material. Wooden reinforcements made of seasoned sal wood block of cross section not less than 28mmx32mm and also necessary sal wood reinforcements for fitting the metal fittings such as tower bolts, aldrops, handles etc shall be provided. A structural adhesive compatible with (EPS) foam shall be used for bending the core material, the sal wood reiforcements and the skins.
7.19
22873
3181.1
Factory made FRP(alternately called GRP) door frame of size 75mmx100mm fabricated using E-glass Chopped Strand Mat (CSM) U.V stabilised Inopthalic Gelcoat and impregnated with Inopthalic resin. The thickness of the GRP skins shall not be less than 2.00mm. The door frame consist of four segments which are provided with plug-in-socket arrangement in-situ in the mould. The segments are plugged in and are joined together by means of screw. The GRP frame shall be provided with wooden reinforcement on six locations for high screw holding capacity for for fixing metallic hold fast and shall be consolidated by filling with medium density foam/plaster of paris with fibre reinforcement, Six numbers of 260mm x 25mm x 5mm size 'S' shaped M.S flat hold fast shall be provided with the frame.
24.75
13654
551.7
Supplying all materials, labour, T&P and cutting holes through brick/stone masonary works including making good the damages in cm (1:4) for taking GI / PVC pipes and making good the damages etc all complete as per P.H specification and direction of the E.I.C. a) 250mm to 375mm thick wall
15
3067
204.5
Cutting Grooves in wall or floor
25
5030
201.2
Supplying all materials, labour T&P and fitting and fixing 10 Ltrs capacity PVC low level flushing cistern with a pair of C.I. or M.S.brackets complete with fittings such as syphonic arrangement, 15mm nominal size Brass/PVC ball valve with polythene float, CP/Brass handle, unions and couplings for connection with inlet, outlet, overflow pipes, 32mm dia PVC flush bend, 15mm dia PVC connection pipes including cutting holes and making good the same and connecting the flush bend with cistern and closet and connecting inlet pipe with supply main with etc all complete as per specification and direction of the E.I.C (PARRYWARE, CERA, HINDWARE)
5
9590
1918
Supplying all materials, labour, T&P and fixing water closet, squatting pan (Indian type W.C pan/Orissa pattern squatting pan) duly embedded in cement concrete (1:5:10) using 4cm size hard granite metal including fixing a pair of vitreous china 250mm x 130mm x30mm footrest etc all complete as per specification and direction of the E.I.C. 580mmx440mm size White Orissa pan
2
7087
3543.7
European water closet with ‘P’trap plain with White Plastic PVC Seat Cover
3
11143
3714.5
Supplying all materials, labour, T&P and fixing wash kitchen sink/laboratory sink with C.I/M.S brackets paintedwhite including holes in walls and making good the damages etc all complete as per specification and direction of the E.I.C. 610x510x200 mm stainless steel kitchen sink
2
11943
5971.7
Supplying all materials, labour T&P and fixing wash basins with C.I. or M.S.brackets painted white including cutting holes in walls and making good the damages with supply of wooden plugs, screws and cement etc, fixing PVC waste pipe of 32mm nominal diameter for wash basin including brass check nut complete, fixing 32mm dia CP brass waste, etc all complete as per specification and direction of the E.I.C. a).550mmx400mm W.H.basin (PARRYWARE, CERA, HINDWARE)
4
13029
3257.4
Supplying all materials, labour, T&P and fitting and fixing Brass/CP fittings of the following nominal bore with supply of all jointing materials etc. all complete as per specification and the direction of the E.I.C. (PLAZZ / Parryware / HINDWARE)
A) 15mm dia CP Bib Cock (long Body)
9
8815
979.5
15mm dia CP Bib Cock (Sort Body)
5
4527
905.4
15mm dia CP Angle Stop Cock
11
10144
922.2
15 mm dia CP Pillar Cock
4
4597
1149.4
15mm dia CP concealed stop cock
6
6651
1108.6
a) Fixing of 20mmx450mm long CP towel rail
5
5074
1014.8
CP towel ring
4
2187
546.8
fixing CP soap holder
8
2556
319.6
Fixing of Glass Mirror 600mmx450mm size B.E mirror (fixed type)
4
3294
823.7
25mm dia U-PVC Ball Valve[Metal Ball]
3
2383
794.4
32mm dia U-PVC Ball Valve[Metal Ball]
1
1636
1636.2
15mm dia CP flange
15
781
52.07
15 mm C.P Extension piece 50 mm long
15
1149
76.6
15mm x 225mm long size CP shower arm
4
2240
560
Supplying all materials, labour, T&P and fitting and fixing U-PVC soil waste ventilating pipes of and fittings of the following outside diameter of 4kg/cm2 conforming to ISI No 13592/1992 to walls with nails, bobbins and wooden plugs including jointing with supply of approved rubber lubricant by non-heat application method/as per manufacturer's specification, testing etc all complete as per P.H specification and direction of the E.I.C. a) 110mm dia PVC SWR pipe
35
13405
383
110mm dia Plain bend
4
703
175.9
110mm U-PVC door bend
4
1004
251.1
110mm U-PVC door Tee
4
1414
353.6
110mm dia cowl
4
339
84.9
125mm dia CP grating
9
777
86.4
110mm dia PVC P trap
5
1905
381.1
110mm dia PVC SWR offset
3
1433
477.7
110mm PVC SWR S/Jn with door
2
707
353.6
75mm dia PVC pipe
10
2309
230.9
75mm PVC SWR plain bend
4
420
105.1
75mm PVC SWR DOOR bend
2
288
144
Supplying all materials, labour, T&P and providing and fixing to wall or ceilling and floor PVC pipes conforming to (Sch-80) and pipe fittings of the following nominal bore with clamps including making good the wall, ceiling and floor testing etc all complete as per P.H specification and direction of the E.I.C. a) 20mm dia C-PVC pipe (Internal)
40
11144
278.6
25mm dia PVC(ASTM) pipe(External)
45
4752
105.6
32mm dia PVC(ASTM) pipe(External)
5
694
138.9
Supplying all materials, labour, T&P and laying in trenches 4kg/cm2 U-PVC SWR soil waste ventilating pipes for sewer line of following dia in trenches (to slope or level)and jointing with supply of approved solvent cement by non-heat application method C.C (1:3:6) using 40mm size hard granite metal on bed of the trenches and all round concrete encashing with C:C (1:4:8) using 40 mm size H.G. metal, earthwork in excavation in trenches in all kinds of soil, refilling the same in a layer of 0.30mtr with watering, ramming and removing of surplus earth, testing the S.W. pipeline etc. all complete as per approved drawing, specification and direction of the E.I.C. Laying of 100 mm dia S.W Pipe line Haunch top
12
15806
1317.2
Supplying all materials, labour, T&P and constructing Gully Trap chamber of the following inside size with 8 cm thick precast cover slab in CC (1:1.5:3) mix using 12 mm size H.G chips, foundation concrete (1:3:6) using 40 mm size HG metal on bed and around trap , !st class KB Brick work in CM (1:6) in F & P and inside 12 mm thick cement plaster (1:3) finished with a floating coat of neat cement including fixing 100mmx100mm size HCI gully trap 150mmx150mm size C.I grating etc. all completed as per approved drawing, specification and direction of E.I.C. (a).Inside size 250mmx250mm
4
8375
2093.9
Supplying all materials, labour, T&P and constructing Inspection Chamber of the following sizes with cement concrete (1:3:6) using 40 mm size HG metal on bed, 1st class KB Brick work in CM (1:6) moulding and shaping the channel inside and benching with C:C (1:1.5:3) using 12 mm size H.G chips, 12 mm thick cement plaster (1:3) with punning to inside, cement flush pointing (1:3) to outside, RCC cover slab in C.C(1:1.5:3) using 12 mm size H.G chips with RCC man hole cover, earth work excavation in all kinds of soil and refilling the cavity around the chamber including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc. all complete as per approved specification and direction of E.I.C Inside size 760mm x 760mm x 460mm
3
29288
9762.8
Supplying all materials, labour, T&P and constructing soakway pit of the following size with dry brick walling from bottom upto invert of inlet pipe and 1st class KB brick work in CM (1:6) for the remaining height at top, 12mm thick Cement Plaster (1:4) inside and outside over masonry brick work, gravel packing in the rear of well steining, RCC cover slab in CC (1:1.5:3) using 12mm HG chips, fitted with iron lifting handles including earthwork in open well excavation in all kinds of soil and refilling of cavity around the pit & painting the iron works, watering, curing, conveyance of all materials to work site, payment of royalty, taxes etc all complete as per approved specification and direction of the E.I.C. Construction of Soak way Pit (1.00 m dia x 2.00m Deep)
1
15096
15096.6
Construction of Soak way RING Pit (0.90 m dia x 2.00m Deep)
3
18774
6258.3
Supplying all materials, labour, T&P and Fitting and Fixing of PVC water storage tank including cutting holes through the tank and fixing mild steel tubes and fittings and providing extra sockets and jamnuts, including hoisting upto a height of 5 mtr above G.Land placing the tank in required position including conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C. 1000 Ltr capacity PVC tank (ISI mark Sintex make)
1
13612
13612.3
Supplying all materials, labour, T&P and construction of masonry staging with providing 1st class K.B. Brick work in C.M.(1:6) of 0.46mtr height in staging, 12 mm cement plaster in C.M (1:6), R.C.C. Beam of 0.25mx0.30mx2.60m & roof slab of 1.40mx1.40m in C.C (1:1.5:3) using 12mm size H.G.Chips including centering, shuttering, bending and binding of rod etc watering, curring, conveyance of all materials to work site, payment of royalty, taxes etc all complete as per P.H specification and direction of the E.I.C. 1000 Ltr capacit ON ground FLOOR
1
15645
15645.6
SINKING OF TW Labour for drilling a perfectly vertical bore hole at specified dia for a specified depth below ground level through consolidated and unconsolidated rock with down the hole hammer drilling rigs or combination rigs as required to suit the site condition as per the direction of the Engineer-in-charge including use of own rigs with its accessories, tools and plants and consumables etc for lowering of 200 mm dia P.V.C/G.I/MS pipes for housing fitted socket and with or without well screen as per the necessity for soft, medium, hard and boulder formation (G.I/P.V.C/M.S casing pipes if required to prevent collapse of over burden is to be provided by the contractor including lowering and withdrawing after completion of the tubewell) Drilling of 125mm X 100mmdia bore-
70
47313
675.9
Lowering of the following size G.I/P.V.C pipes with or without slotted pipes as per the necessary from ground level upto 30 mtrs depth and fitted and fixed up in perfectly vertical position including cutting and threading pipes and slotted pipe and supplying and fixing all jointing materials, tools and plants complete and keeping the top of the casing pipe threaded including plugging tubewell to prevent entry of foreign materials from above. a) Lowering of 125mm dia PVC pipe (Labour)
30
3660
122
Cost of 125mm dia PVC pipe (Sch-80-ISI mark)
30.5
33418
1095.68
Cleaning and developing the tube well using their own compressor continuously worked till clean and adequate discharge is obtained from the tubewell including supply and use of all necessary equipments and labour as per the direction of Engineer-in-charge.
1
3661
3661.3
Installation of pump set
Supply of ISI mark 1.00 HP single phase vertical submersible pump set with discharge of 1800-2200 ltr/hour and a head of 45-60 Mtr of reputed make like KSB/TEXMO and equivlant including all cost conveyance and taxes etc all complete as per the direction of E.I.C.
1
15849
15849.15
Supplying all labour, T&P and fitting abnd fixing of 1.00 HP single phase vertical submersible pump set with commissioning and testing etc all complete as per the direction of E.I.C.
1
1475
1475
Supplying all labour, T&P and fitting abnd fixing of ISI mark DOL starter of reputed make like BCH or equivalent for 1.00 HP single phase submersible pump including all cost, conveyance of all taxes etc all complete as per the direction of E.I.C.
1
2809
2809.32
Supplying all labour, T&P and fitting abnd fixing of three core flat cable (1.5 mm2) of ISI mark of reputed make like BCH/Finolex or equivalent and connecting the pump and starter including all cost, conveyance and taxes etc all complete as per as per the direction of E.I.C.
50
3585
71.7
Supplying all labour, T&P and fitting abnd fixing of plastic rope MS well cover, MS clamp, stainless steel short piece, bend and socket including all cost, taxes etc all complete as per as per the direction of E.I.C.
1
1660
1660
Supplying all labour, T&P and fitting abnd fixing of HDPE pipe and fitting with making connection to pump set including all cost, taxes etc all complete as per as per the direction of E.I.C. A) 32mm dia HDPE pipe
35
4620
132
BORE PROTECTION Supplying all materials, labour, T&P for construction of bore protection wall with providing sand filling, cement concrete (1:4:8) with HG metal & KB brick work in cement mortar (1:6) of 1.15 height, 16mm thick CP over the brick work, RCC slab of size 0.95 x 0.95 x 0.75 mtr avairage length in C 1:1.5:3, centering shutering including watering curing conveyance of all materials to work site with all cost, taxes etc all complete as per as per the direction of E.I.C.
1
6685
6685.05
Wiring
Recessed wiring to light point with 1.5 sq.mm FR PVC insulatedsingle core multistrand copper conductor of ISI marked with 20 mm dia non-metalic PVC flexible conduit with 5Amp, 250 V piano type modular switch ISI marked and ceiling rose ISI marked mounted on MS box having front Modular base & cover of suitable size , MS box with 1 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire including all accesories and connection as per direction of Engineer in Charge. ( Make of wire Finolex/ L&T / Anchor / Havels /HPL/ V Guard ) -do- Group A
23
10855
471.98
-do- Group B
21
14995
714.06
-do- Group C
10
10187
1018.74
Recessed wiring to Fan Point in... -do- Group B
10
7140
714.06
Recessed wiring to Call Bell Point in... -do- Group C
3
3056
1018.74
Recessed wiring to Exhaust Fan Point in….. -do- Group C
7
7131
1018.74
S/F of fan hook 'S' type made of 16 mm MS rod for fixing in the Existing RCC Roof.
10
2624
262.43
S/F of Angle holder replacing Ceilling Rose
28
495
17.7
Swich Boards
S/F of 5A. Modular Switch & 5A. Modular Socket outlet of ISI marked on existing board
28
6375
227.69
S/F of extension board of 6 modular Metal box with modular base & cover in recess including providing and fixing of 2 nos of 3pin 5/6amp modular socket out let & 2 nos of 5/6 amp piano type modular switch, connection, painting etc as required.
13
10177
782.87
S/F of Power point with 4 modular metal box with modular base & cover in recess including providing and fixing of 5 pin 15/16 amp. piano type Modular switch & Socket, connection, painting etc as required
5
3257
651.54
S/F of Power point with 4 modular & 2 modular metal box with modular base & cover in recess including providing and fixing of 5 pin 15/16 amp. piano type Modular switch & Socket & Mini DP MCB, connection, painting etc as required for AC
3
3921
1307.1
S/F of computer board consisting of 3 nos of 5amp modular plug and modular switch & 1 no of Mini MCB complete with wiring on 12 modular M.S. box with modular cover.
4
5448
1362.15
S/F of 1 no of 5 pin 15/16 amp. Socket , 1 no of switch & 1 no of 15/16A top with modular mini MCB, in 6 modular box with cover with connection, painting etc as required for Inverter connection
2
2014
1007.2
S/F of 18 SWG Modular metal box of following sizes (Nominal size) in recess with suitable size of Modular base & cover in front including cutting the wall and making good the same in case of recessed conduit as required. 2 Modular box with base & cover
20
4430
221.54
4 Modular box with base & cover
3
806
268.83
6 Modular box with base & cover
4
1309
327.49
8 Modular box with base & cover
2
738
369.43
12 Modular box with base & cover
8
3856
482.08
Sub-Main
Wiring for circuit / sub-main wiring along with earth wire with following sizes of PVC insulated single core multistrand copper conductor with ISI marked conforming to IS-694/1990 in 20mm dia non metalic heavy duty flexible conduit 1.6mm in recessed PVC conduit as required (Make of wire - Finolex/L&T/Anchor/Havels/V-guard) 2x1.5+1x1.0 (1.8)
88
11698
132.94
2x2.5+1x1.5 (1.8.2)
247
36533
147.91
2x4+1x1.5 (1.8.3)
120
19834
165.29
Inverter wiring (1x1.5smm) Copper wire (1.19.1)
111
5464
49.23
Circuit Breakers S/F of 'B/C/D' series SP MCB of 5 - 32A amp rating (As per direction of engineer in charge) 240Volt for lighting and other loads in the existing MCB Distribution board ISI marked complete with connection, testing and commissioning etc. as required single pole (SP) (2.6.1)
18
2404
133.6
Supply, Installation testing & commissioning of Main Switches (IS13940 part 3/1993) of following coopacity on existing surface/wall mounting & complete with H.R.C fuse links, inter connections earthing etc as required as per direction of Engineer Incharge (Make-Seimens/HPL/Anchor/L&T /Havels/C&S/R. K.) S/F of MCB 12 way Double door (2.3.7)
2
3822
1911.25
Main switches
Supply, Installation testing & commissioning of Main Switches (IS13940 part 3/1993) of following coopacity on existing surface/wall mounting & complete with H.R.C fuse links, inter connections earthing etc as required as per direction of Engineer Incharge (Make-Seimens/HPL/Anchor/L&T /Havels/C&S/R. K.) S/F of 63A ICDP main switch with MS box of 250mmx300mmx60mm deep ( (2.15A)+(1.24.16 )
2
4714
2357.16
Earthing
Supply & laying 8 SWG Cu wire in recess for loop earthing as required (3.18)
15
1453
96.87
S/F of Cu .Earth Plate Earthing 600 mm x600mmx3.15mm with Salt & Charcoal for Earth electrode (3:5)+(3.6)
2
11321
5660.74
Fittings
Supply, Installation, Testing & Commissioning of exhaust fan upto 450 mm sweep in the exising opening, including making the hole to suit the size of the above fan making good the damaged complete, connection, etc as required. (1.43)
7
22712
3244.68
S/F of Call bell/Buzzer(Ding dong type) ISI marked suitable for DC/AC single phase 230 volts complete as required. (1.30)
3
372
124.27
S/F of 18-25Watt L.E.D Tube light fitting with all accessories and connections (Make:HPL-Neptune Havells-Elite LED Pride Plus/PAC/Crompton-RetroPLL
19
13174
693.41
Supply of 1200mm BLDC A.C. Ceiling fan with all accessories and connections with out fan regulator (Make:Usha-Energia-32/Polycab-Affeciente Neo/Crompton-Energion /Havels-Efficiencia DX/Orient-Ecotech Supreme/Anchor-Eco Breeze urban )
10
45772
4577.21
S/F step type modular fan regulator
10
2848
284.81
Supply & fixing of superior type Led bulk head fitting general domestic use ISI marked square / oval type including necessary connections. ( M-5 )
3
1818
606.05
Supply & Fixing of 45-48 Watt single L.E.D street light fitting with LED & Electrinic driver including all accessories and connections (Make:Crompton/Phillips/HPL/Polycab/Havells)
3
17187
5729.04
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