Public Works Department Tender
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Costs
EMD
₹ 99,414Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CEDWS_43439_1Bid Award Id
ViewTender No
91/EE-KLP/PWD(DWS)/2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
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) 'CM' Casing pipe
-
-
-
i) 150 mm dia
400
529600
1324
ii) 100 mm dia
300
183600
612
B) 'RS' pipe,
i) 100 mm dia,
300
288840
962.8
Providing and fixing of UPVC reducer suitable for UPVC 'CM' sasing or 'CS' casing or 'RS' pipes as per specification and direction of the Engineer-in-charge. (i) 150x100 mm dia
10
10826
1082.6
Providing and fixing of UPVC end cap suitable for UPVC 'CM' casing or 'CS' casing or 'RS' pipes as per specification and direction of the Engineer-in-charge (i) 100 mm dia
10
5604
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 (i) Per gravels obtained from Durgapur, West Bengal
35
507245
14492.7
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. iii) 125 mm dia
10
36923
3692.3
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.
10
214670
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 CPWD specification and direction of the Engineer - in - charge.
300
151920
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. i) 50mm dia
10
36261
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
10
14850
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.
10
45000
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
10
44076
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-in-charge.
32 Amps.
10
52660
5266
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. i) 2.5 sq mm
300
63390
211.3
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 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 Works.
a. In all kinds of Soil
i) For pipes not exceeding 90 mm dia.
3000
262800
87.6
Providing and fixing G.I. pipes medim 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
-
-
-
i) 15 mm dia. nominal bore
100
25400
254
ii) 40 mm dia nominal bore.
120
65892
549.1
Providing and fixing brass ferrule with C.I. cover conforming to IS : 2692 including boring and tapping the main as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i) 10 mm nominal bore
30
10743
358.1
Providing and laying of flexible PVC pipe (conforming to IS:7634) complete as per specification and direction of the Engineer - in - charge (cost of earth work and fittings will be paid separately).
-
-
-
i)15 mm dia
500
28650
57.3
ii) 20 mm dia
100
6590
65.9
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. A. Class-3 (working pressure 6 Kg/ cm2)
-
-
-
i) 40 mm OD
1400
125720
89.8
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.
-
-
-
i) 15 mm dia
30
3144
104.8
iii) 40 mm dia
20
6868
343.4
Providing and fixing G.I. equal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
ii) 20x20x20 mm dia.
20
3286
164.3
v) 40x40x40 mm dia
20
5786
289.3
Providing and fixing G.I. Reducer with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i) 15x20 mm dia
30
3558
118.6
ii) 50x40 mm dia
20
4630
231.5
iii) 40x15 mm dia
20
3384
169.2
Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i) 15 mm dia.
30
3930
131
ii) 20 mm dia.
20
2970
148.5
v) 40 mm dia.
20
7742
387.1
Providing and fixing of G.I. socket as per CPWD specification and direction of the Engineer-in-charge.
-
-
-
i) 15 mm dia.
30
2358
78.6
ii) 20 mm dia.
20
1660
83
v) 40 mm dia.
20
2672
133.6
Providing and fitting fixing of G.I fullway valve as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i) 40 mm OD
20
9408
470.4
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.
-
-
-
i) 40 mm OD
20
1922
96.1
Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer - in - charge.
-
-
-
i) 15 mm dia 75 mm long
30
1923
64.1
ii) 15 mm dia 150 mm long
30
2058
68.6
Providing and fitting fixing PVC / plastic bib cock conforming to IS : 9763 in hydrant points at different location as per specification & direction of the Engineer-in-charge.
-
-
-
i. 15 mm dia PVC /plastic bib cock
30
3582
119.4
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level.
Thermo-Mechanically Treated bars/ Cold twisted
deformed steel bars
300
31170
103.9
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:
-
-
-
4.1.12:- 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)
5
53713
10742.6
Centering shuttering including struttings, propping etc. and removal of form work for:
-
-
-
5.8.1.1:- Foundations, footings, bases for columns etc. for mass concrete with timber plank
100
33390
333.9
Earth work in excavation by mechanical means (Hydraulicexcavator) / manual means in foundation trenches ordrains (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 anddisposal of surplus excavated soil as directed, within a lead of 50 m.
-All kinds of soil
50
11580
231.6
Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
10
11773
1177.3
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 : 4 fine sand ).
24
236282
9845.1
Half brick masonry work with second class bricks in foundation and plinth including cost of all materials required as required complete:-
6.11.3 In cement mortar 1:4 ( 1 cement : 4 fine sand ).
120
184020
1533.5
12 mm cement plaster of mix
12.1.2:- Cement mortar 1:4 (1 cement : 4 fine sand)
180
40356
224.2
Neat cement punning.
180
10224
56.8
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.
4000
48400
12.1
Providing and fixing in position Precast RCC hydrant post of size 100 mm dia (made with reinforced cement concrete 1:1.5:3 (1 cement : 1.5 fine sand : 3 graded well burnt brick aggregate 1st class 12mm nominal size) and steel reinforcement (TMT bars) 3 nos. 8mm dia 950 mm long and 7 nos. 6mm dia ties including plastering the surface with 6mm thick cement mortar1:3 (1 cement: 3 sand) finished with a floating coat of neat cement including providing and embedding 15mm dia G.I pipe (medium class as per IS: 1239) with necessary G.I fittings like 2 Nos. elbow, 1 no. socket, 2 nos. nipple 225 mm long and fitting fixing of PVC bib cock with G.I socket complete with all earth work required including refilling etc. complete as per approved drawing (Drawing No. 06/CE/ACE/P&DU/DWS/2022-23), specification and direction of Engineer-in-charge.
70
99260
1418
Providing and fixing in position Precast RCC platform of size 900 mm x 900 mm x 100 mm with curb of size 75 x 75 mm keping an opening of 200 mm wide for surface drain of 60 cm length of size (200 mm x 150 mm) in a suitable place for draining out of grey water made with cement concrete 1:1.5:3 (1 cement : 1.5 fine sand : 3 graded well burnt brick aggregate 1st class 12mm nominal size) and steel reinforcement (TMT bars) 6 nos. 8mm dia in both direction including plastering the exposed surface with 6 mm thick cement mortar 1:3 (1 cement: 3 sand) for platform & 12 mm cement plaster 1:4 (1 cement: 4 sand) for surface drain finished with a floating coat of neat cement complete with all earth work required including refilling etc. complete as per approved drawing (Drawing No. 06/CE/ACE/P&DU/DWS/2022-23), specification and direction of Engineer-in-charge.
70
160650
2295
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.
300
120510
401.7
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