Public Works Department Tender
BidAssist is a very user-friendly website that lets us explore new opportunities which further helps in the growth of the business. We can get any information regarding any e-tender the Tripura government has posted on its website in a very hassle-free manner. BidAssist is designed in such a manner so as to provide information on all government tenders at one place without any inconvenience.
Costs
EMD
₹ 1,58,495Document Cost
₹ 4,000Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_CEDWS_761823_1Tender No
25/SE/DWSC/AGT/2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://eprocure.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level: 4.1.6) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt stone aggregate 40 mm nominal size
12.31
130124
10570.6
First class brick work in foundation and plinth including cost of all materials as required complete
6.1.3) In cement mortar 1:4 ( 1 cement : 6 fine sand ).
0.13
1280
9845.2
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work upto plinth level:
5.1.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
18.12
255050
14075.6
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses,plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement-
5.2.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
5.9
91463
15502.2
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-
-
-
-
5.3.1) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
13.23
208781
15780.9
5.3.3) 1:1.5:3 ( 1 Cement: 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size) PH Top Slab:- 1x4.77x4.77x0.125=2.844 cum
2.84
38580
13584.5
Centering shuttering including struttings, propping etc. and removal of form work for:
-
-
-
5.8.1.2) Foundations, footings, bases for columns etc. for mass concrete with steel formwork
4.96
1990
401.2
5.8.3) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
371.95
184524
496.1
5.8.5.2) Lintels, beams, plinth beams, girders, bressumers and
cantilevers with wooden plank
61.86
24187
391
5.8.4.2) Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply
69.85
50956
729.5
5.8.4.1) Suspended floors, roofs, landings, balconies and access
platform with timber planks
36.04
20799
577.1
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more
6936.6
720713
103.9
6 mm cement plaster in single layer finished with a floating coat of neat cement, curing and a thick coat of lime wash on top when dry on wall bearings for RCC slabs and beams complete.
i) In cement mortar 1 : 3 ( 1 cement : 3 fine sand )
210.78
52505
249.1
Providing 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 as required.
364
39894
109.6
Finishing walls with water proofing cement paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] :
New work ( two or more coats applied @ 3.84 kg/10 sqm)
40
3132
78.3
Finishing walls with acrylic smooth exterior paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : 12.30.1) New work ( two or more coats applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm
40
10776
269.4
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]:
Two or more coats on new work
150
16035
106.9
Providing and fixing G.I. pipes of Heavy class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer - in - charge. A) External work.
-
-
-
32 mm dia. nominal bore
200
121240
606.2
50 mm dia. nominal bore
500
436200
872.4
150 mm dia. nominal bore
12
28565
2380.4
100 mm dia. nominal bore
106
169674
1600.7
Providing and fixing G.I. Bend /elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
100 mm dia.
1
2148
2147.8
150 mm dia.
1
2475
2474.9
Providing & fitting fixing of MS flange ( 8 mm wall thickness ) by welding with G.I. / MS pipe and placing position as per specification and the direction of the Engineer-in-charge.
-
-
-
150 mm dia.
2
1177
588.4
Providing and fixing C.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
100 mm dia.
2
11122
5561.1
125 mm dia.
1
6662
6662.1
150 mm dia.
1
8239
8238.6
6 mm cement plaster of mix :
12.4.1 In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) sqm
50
8810
176.2
Neat cement punning.
250
14200
56.8
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade [Payment shallbe made after submission of Test Certificate issued by the Manufacturer]:
12.47.1 Two or more coats on new work
288
30787
106.9
Providing 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 as
required.
1100
120560
109.6
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-
-All work upto plinth level:
5.1.3 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate
20 mm nominal size) For Foot Path:-1x30x1/2(5.00+7.00)x0.100=18.00
18
210483
11693.5
Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622- 2017 ( thickness to be specified by the manufacturer ) of approved make in all colours, shades 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 fine sand ) jointed with ordinary cement slurry including pointing with white cement mixed with pigment of matching shade
complete.
450mm x 300mm in all shades and design
50
46395
927.9
Providing and laying ceramic floor tiles in different sizes (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 - 2017 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid over 20 mm thick cement mortar 1:4 (1 cement : 4 fine sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc. complete.
-Anti-Skid Tiles
10.41.1.1 Ceramic Tiles 1st quality 300 x 300mm in all shades and designs
24
25555
1064.8
Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. sheet duly stove enameled paint in white colour in front and gray colour on back with reflective border of 70 mm width and required message, letters and figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 2 Nos. 47 mm x 47 mm x 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawings and MoRD Technical Specification Clause 1701.
4.32
26661
6171.6
6.12 Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete
6.12.3.) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
43.81
67183
1533.5
8.46 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete. 8.46.2) Fixed to openings /wooden frames with rawl plugs screws etc.
22
3733
169.7
8.51 Providing 40 × 5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30 × 10 × 15 cm 1:3:6 mix (1 cement : 3 fine sand : 6 graded stone aggregate 20mm nominal size)
14
2661
190.1
8.61 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : 8.61.4) 100 x 10 mm
9
412
45.8
8.64 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 8.64.2) 100 mm
4
132
33.1
8.60 Providing and fixing ISI marked oxidised M.S.sliding door bolts with nuts and screws etc. complete
8.60.2) 250 x 16 mm
1
202
201.6
9.17 Providing and fixing M.S. round holding down bolts with nuts and wahser plates complete as per standard design
7.58
788
103.9
Providing and laying cement concrete 1:2:4 (1 cement : 2 fine sand : 4 graded well burnt brick aggregate) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips etc. complete. 10.9.2 40 mm thick with 20 mm well burnt brick aggregate
13.77
8226
597.4
Providing and laying cement plaster skirting upto 300 mm height with cement mortar 1 : 3 ( 1 cement : 3 fine sand ) finished with a floating coat of neat cement including rounding of junctions etc. complete
10.13.1) 18 mm thick
5.22
2368
453.7
12 mm cement plaster of mix
12.1.2) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
242.08
54274
224.2
15 mm cement plaster on the rough side of single or half brick wall of mix:
12.2.2 In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
48.81
12720
260.6
Applying priming coat: [Payment shall be made after submission of Test Certificate issued by the Manufacturer] 12.45.1 With ready mixed Pink or Grey primer of approved brand and manufacture on wood work ( hard & soft wood ).
46.01
2241
48.7
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification
476
36985
77.7
Constructing masonry Chamber 120x120x100 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 fine sand) for sluice valve, with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded 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 :19.35.1, With Second class bricks
2
54181
27090.3
Providing and fitting fixing of Fully Automatic Star Delta type Motor starter ( 3 ph. 50 Hz, 415V, in Steel Sheet Enclosures with Contractors and Timer etc. complete suitable for submersible Pump L & T, BCH, ABB make as per specification and direction of the Engineer-in-charge. i. 25 HP/18.5 kw Relay range within 13-21 + 10%
1
17527
17526.7
Supplying and fitting fixing of M.S.(18 SWG) ‘KIOSK’ (size:- width450mm x Length 1200mm x height 850mm) fitted with 4 Nos. support of 75mm x 75mm (6mm thick) M.S. angle for embedding in 1:2:4 cement concrete base (size 300mm x 300mm x 600mm) with proper locking arrangement and coated with anti-corrosive paint (both inside and outside) including necessary provisions for fitting fixing of single phase motor starter unit, main switch, energy meter etc. complete in all respect as per direction of the Engineer-in-Charge.
1
11618
11618
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
69
15980
231.6
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- -All work upto plinth level: 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
6.77
94322
13932.3
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement- 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
23.35
361976
15502.2
Centering shuttering including struttings, propping etc. and removal of form work for:
-
-
-
Foundations, footings, bases for columns etc. for mass concrete with timber plank
4.11
1372
333.9
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
1500
155850
103.9
Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:- In cement mortar 1:3 ( 1 cement : 3 fine sand ).
70
110040
1572
6 mm cement plaster In cement mortar 1 : 3 ( 1 cement : 3 fine sand )
200
37140
185.7
Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like as required as per direction of the Engineer-in-charge, consisting of : (i) 1st course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. (ii) 2nd course of 20 mm cement plaster 1:3 (1 cement : 3 fine sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. (iii) 3rd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area. (iv) 4th course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/ sqm).
13
9159
704.5
Providing and fixing MS angle ( 50 x 50 x 5 mm) to act as nosing with lugs of MS flat 10 x 5 mm, 100 mm long forked at end 60 cm apart ( minimum three lugs to be provided ) including necessary welding and applying a priming coat of approved primer on exposed surface etc. complete.
200
28280
141.4
Providing and fixing hand rail using structural steel etc. of approved size by welding etc. to steel ladder railing, balcony railing and staircase railing etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete as required:- G.I PIPE
200
34600
173
Providing and placing filter sand(Local quary0 in/c washing) the bed etc complete as per direction of the Engineer - in-charge.
02 x 2.40 x 6.25 x 1.00 = 30 cum
30
33881
1129.38
Providing and placing rapid gravity filter gravels having effective size of 3.00 mm to 25 mm & uniformity co-efficient of not more than 1.70 and or less than 1.30 obtained from Barakar river, West Bengal as per specification and the direction of the Engineer - in-charge.
17
476651
28038.3
Providing, fixing and laying rigid UPVC pipes conforming to IS : 4985 jointing with couplers, of same class conforming to IS : 10124 ( Pt-II ) with solvent cement conforming to IS : 14182 including testing of joints complete ( but excluding the cost of specials like bend, tees etc. which will be paid separately ) as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. i) 110 mm OD
42
15628
372.1
Suplying and fitting fixing of 100mm dia UPVC screen pipe (slot size 0.20mm) conforming to relavant IS including necessary fittings etc. complete as per direction of the Engineer-in -charge.
20
21260
1063
Providing and laying S&S centrifugally cast(spun) Ductile iron Class K-7 pipes conforming to IS:8329 as per CPWD specification and direction of the Engineer-In-Charge. A). External work
-
-
-
125 mm dia Ductile Iron Class K-7 pipes.
10
22780
2278
100 mm dia Ducctile Iron K-7 pipes
6
11167
1861.1
Charges for cutting D.I. pipe with steel saw by manual means as per chapter 20 of CPWD specification and direction of the Engineer-in-charge.
-
-
-
125 mm dia.
2
272
135.8
100 mm dia.
1
99
98.8
Excavation for Structures A. Without dewatering.
Earthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
.
-
-
-
Hard rock (blasting prohibited)
35
21609
617.4
Marshy soil
30
25776
859.2
Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm (slope-1 in 200)including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per Chapter - 2 of CPWD specification and direction of the Engineer - in - charge. A. For UPVC pipes in new work
-
-
-
In all kinds of soil
For pipes not exceeding 90 mm dia
600
52560
87.6
For pipes exceeding 90 mm dia but not
exceeding 300 mm dia
100
10640
106.4
For G.I. / C.I. / D.I. pipes in new work
In all kinds of soil
-
-
-
For pipes not exceeding 90 mm dia
400
40160
100.4
For pipes exceeding 90 mm dia but not exceeding 300 mm dia
10
1338
133.8
Providing, fixing and laying rigid UPVC pipes conforming to IS : 4985 jointing with couplers, of same class conforming to IS :10124 ( Pt-II ) with solvent cement conforming to IS : 14182 including testing of joints complete ( but excluding the cost of specials like bend, tees etc. which will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
90 mm OD
50
13570
271.4
110 mm OD
50
18605
372.1
Providing and fixing C.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as per CPWD specification and direction of the Engineer - in – charge
-
-
-
80 mm dia.
1
4320
4319.7
100 mm dia.
1
5561
5561.1
Providing and fixing C.I double action air valve of approved quality with nuts, bolts, rubber insertion complete etc. as per chapter 20 of CPWD specification and direction of engineer in charge(the tailpiece, tapper etc. if required will be paid separately.
-
-
-
100 mm dia.
1
10317
10317.3
Providing and fixing C.I non-return valve of approved quality as per chapter 20 of CPWD Specification and direction of the Engineer-in-charge.
-
-
-
100 mm nominal bore
1
7505
7504.9
80 mm nominal bore
1
4201
4200.9
Providing and fixing G.I pipe medium class as per IS:1239 with latest amendment complete with G.I fittings including trenching and refilling cutting and making good the walls etc. complete as per chapter 20 of CPWD specification and direction of the Engineer-in-charge.
External works
-
-
-
15 mm dia. Nominal bore
100
25400
254
50 mm dia.Nominal bore
300
196170
653.9
80 mm dia. Nominal bore
1000
1021900
1021.9
100 mm dia. Nominal bore
50
73320
1466.4
Providing and fixing CI (long handle) bib-cock as per chapter 20 of CPWD specification and direction of Eng-in-charge.
-
-
-
15 mm nominal bore
50
5520
110.4
Providing and fixing G.I union as per chapter 20 of CPWD specification and direction of the engineer-in-charge.
-
-
-
15 mm Nominal bore
50
6550
131
25 mm Nominal bore
10
2170
217
32 mm Nominal bore
10
3871
387.1
Providing fixing and laying rigid UPVC pipes conforming to IS4985 jointing with couplars of same class conforming to IS10124 (Pt-II) with solvent cement conforming to IS14182 in/c. testing of joints complete.(but ex/c. the cost of special like bend tees etc. which will be paid seperately) as per CPWD specification and direction of the Engineer in charge
-
-
-
40 mm OD
100
8980
89.8
50 mm OD
100
11280
112.8
Providing fixing and laying flexible PVC pipes (conforming to IS7634) complete as pere specification and direction of the Engineer in charge(cost of earth work and fitting will be paid seperately)
-
-
-
15 mm dia.
200
11460
57.3
25 mm dia.
100
7470
74.7
32 mm dia.
200
16660
83.3
Providing and fixing G.I socket as per chapter 20 of CPWD specification and direction of the engineer-in-charge.
-
-
-
15 mm nominal bore
50
3930
78.6
25 mm nominal bore
10
902
90.2
32 mm nominal bore
10
1234
123.4
Providing and fixing of brass ferrule with C.I cover conforming t o IS 2692 in/c boring and tapping the main as per chapter 20 of CPWD specification and direction of the engineer-in-charge.
-
-
-
10 mm nominal bore
50
17920
358.4
Providing and fitting fixing of G.I. Flange (10 mm wall thickness) by welding with G.I. / MS pipe and placing position as per specification and direction of the Engineer in charge.
-
-
-
100 mm dia.
16
7925
495.3
80 mm dia.
500
220200
440.4
Drilling and boring pilot hole in any soil strata by manual means, collection of soil samples of different strata met with during drilling at various suitable levels, preservation of samples in polythene bags / sample boxes and disposal of excess soil or mud, including the cost for water etc. as required to maintain the pilot hole properly as per specification IS: 2800(PART-I) and direction of the Engineer - in - charge.
(a) With contractors mini rig
-
-
-
150 mm dia
150
195825
1305.5
Reaming of pilot hole to an enlarged bore hole in any soil strata by manual means, disposal of excess soil or mud, including the cost for water etc. as required to maintain the bore hole properly as per specification (IS:part-I) nd direction of the Engineer - in- charge. and direction of the Engineer - in - charge.
A. With Contractors mini rig.
-
-
-
From 150 mm dia pilot hole to 350 mm bore hole
150
82665
551.1
Washing of enlarged bore hole of 350-550 mm dia in any soilstrata by mini drilling rig, disposal of excess soil or mud, including the cost for bentonite, water etc. as required to maintain the bore hole properly, including lifting of drill pipes as per specification ( IS : 2800 (part-I)) and direction of the Engineer - in
- charge.
(A)With Contractors Mini Rig
150
16155
107.7
Providing & lowering of UPVC pipe as per IS:12818 after washing of the bore hole by manual means as per specification and direction of the Engineer - in - charge. (A)With Contractors Mini Rig A) UPVC 'CM' Casing pipe
-
-
-
150 mm dia
48
66926
1394.3
100 mm dia
42
27019
643.3
B) 'RS' pipe,
100 mm dia
60
56538
942.3
Providing and fixing of UPVC reducer suitable for UPVC 'CM' casing or 'CS' casing or 'RS' pipes as per specification and direction of the Engineer - in - charge.
-
-
-
150 x 100 mm dia
1
1083
1082.6
Providing and fixing of UPVC end cap / well cap suitable for UPVC 'CM' casing or 'CS' casing or 'RS' pipes as per specification and direction of the Engineer - in - charge.
-
-
-
100 mm dia
1
560
560.4
Providing and shrouding of the deep tube well assembly with washed pea gravels ( 2.0 - 4.75 mm effective size ) as per specification ( IS : 4097) and direction of the Engineer - in - charge. A. with contractor's rig
-
-
-
Per gravels obtained from Durgapur, West Bengal
7.5
116423
15523
Providing and fixing of housing clamp ( made with 12 mm thick MS sheet ) along with well cap (made with 10 mm thick MS sheet ) with necessary arrangements for SBDTW as per specification and direction of the Engineer - in - charge.
-
-
-
150 mm dia
1
3910
3909.5
Supplying and fitting fixing of single phase motor set 2HP, head (as per requirement),160 to 220 V, 50hz At Various location in/c. trail run as per specification and direction of the Engineer-in-charge.
1
21467
21467
Providing and fixing to filter and lowering to proper levels 40 mm G.I. pipe for tube well including cleaning and priming the tube well as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.
42
21269
506.4
Providing and fixing C.I. non-return valve of approved quality as per of CPWD specification and direction of the Engineer - in - charge.
-
-
-
150 mm dia
1
3626
3626.1
Labour cost of lowering of 2HP/3HP submersible pump with motor in/c column pipe assembly & transportation charges from workshop/office to site in/c testing
1
1485
1485
Supplying and fitting fixing of panel box of MS sheet with locking arrangement suitable for arrangement of all electrical accessories inside the box including service connection within 50.00 mtr length from I.T line with roof for rain water protection and 4 (four) Nos. stant by R.C.C work in all respect as per direction of the Engineer-in-charge
1
4500
4500
Supplying and fitting fixing of single phase motor starter panel unit 3.0 HP / 2.0 HP capacity comprise with 2 pole unit conductor, over load rely, capacitors, volt meter, amp meter of BCH/L&T make with necessary copper wire etc. complete as per direction of the Engineer-in-charge
1
4408
4407.55
Providing and fitting fixing steel sheet enclosed switch fuse unit (suitable for DIN fuses), triple pole with Neutral Link (TPN), 415/500 Volt, L & T / Havells / BCH make etc. complete as per specification and direction of the Engineer-incharge.
-
-
-
32 amps
1
4294
4294.1
Providing and fitting fixing with PVC insulated 3 core flat Copper cable conforming to relevant IS code for submerssible motor with all necessary equipments and fittings as required as per specification and direction of the Engineer-in-charge.
-
-
-
2.50 sq mm
200
42260
211.3
Providing, fixing and laying fabricated UPVC end cap conforming to IS : 10124 ( Part 4 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
40 mm dia
1
96
96.1
Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
11000
133100
12.1
Hiring charge for truck(medium duty) mounted 4 four wheller For carrying of water with truck mounted syntax having 1000 (one thousand) liter capacity each 2(two) nos minimum from nearest DTW deep deep well scheme including loading carrying and distribution of water to the different crisis pocket including cost of driver helper and per instruction of the engineer in charge
-
-
-
Detention charge
20
24000
1200
Distance Traveled
500
4750
9.5
Clearing jungle including uprooting of rank vegitation ,grass,brush wood,tress and samplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the peiphery of the area cleared.
1170
10998
9.4
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements