Public Works Department Tender
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Costs
EMD
₹ 65,233Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CEDWS_38766_1Bid Award Id
ViewTender No
35/EE/DWS/DIVN/UDP/2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.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. 100 mm dia.
120
58344
486.2
ii) 150 mm dia.
330
349140
1058
B. 'RS' pipe
i. 100 mm dia.
360
274500
762.5
Providing and fixing of UPVC reducer suitable for UPVC 'CM' casing or 'CS' casing or 'RS' pipes as per specification and ditection of the Engineer-in-charge. i)150x 100 mm dia.
10
8691
869.1
Providing and fixing of UPVC end cap/well cap suitable for UPVC 'CM casing or 'CS' casing or 'RS' casing pipes as per specification and ditection of the Engineer-in-charge. i) 100 mm dia.
10
4724
472.4
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 ditection of the Engineer-in-charge. i) 150 mm dia.
10
30334
3033.4
Supplying and fitting fixing of submersible pump set (Varuna / KSB / Calama make) of 2000 GPH Capacity, 45 mtr. Head with required capacity of motor (Rewirable), single phase including 40mm dia. 30.00 mtr. heavy duty GI pump assembly with reducing socket, delivery bend 90 degree, non-return valve in/c. fitting fixing etc. as per direction of the Engineer-in-charge.
10
347510
34751
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) with pea gravels obtained from Durgapur, West Bengal
30
364176
12139.2
Supplying and fitting fixing of KIOSK(Size 450mm x 200mm x 850)fiited with 4 Nos support of 75mm x 75mm (^mm thick) MS angle of embedding with 1:2:4 cement concrete base(size:300mmx300mmx600mm) with proper locking arrangement and coating with anti corrosive paints(both inside and outside)in/c complete in all respect as per direction of the Engineer – in – charge.
10
49005
4900.53
Providing and fitting fixing of single phase motor motor starter, unit 3.0 HP capacity comprising with 2 plate conductor, over load relay, capacitor, volt meter of BCH/L&T make with necessery copper wire etc complete as per direction of the Engineer-in-Charge.
10
44076
4407.55
Excavation trenches of required width for pipes for pipes, cables etc. inluding excavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500mm including getting out the excavated soil and backfilling of soil as requred after laying of pipe line, in layers not exceeding 200mm in depth in/c consolidation each deposited layer by ramming. water et. and disposing of surplus excavated soil with all required leads as per chapter 2 of CPWD specificationh and direction of the Engineer-In -Charge.
A) For UPVCD work in new work. a) all kind of soil.
i) For pipes not exceeding 90 mm dia.
4700
306910
65.3
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 specilas like bend, tees etc. which will be paid separately) as per CPWD specification and direction of the Engineer-in-charge. D. Class-3(Working pressure 6.00 kg/cm2) i) 40 mm dia
3000
218400
72.8
Providing and fixing G.I pipes medium class as per IS: 1239 with latest ammendment complete with G.I fitting 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. A. External work. i) 40 mm dia nominal bore.
150
76680
511.2
Making road crossing by horizontal boring for smooth laying of UPVC/CI/DI/GI pipes etc. of required da complete as per specification and direction of Engineer-In-Charge. A. By manual means.
100
46680
466.8
Providing &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). a) 15 mm dia.
1200
51240
42.7
b) 25 mm dia.
2200
123200
56
Providing and fixing in position PVC hydrant post of 110 mm dia and 1000 mm long with cement concrete 1:5:10 ( 1cement : 5 brick aggregate : 10 brick aggregate 1st class 40 mm nominal size ) inside the postm, 300 mm shall be kept below |ground level in/c providing and embedding 15 mm dia GI pipe medium class 750 mm long with necessery GI fittings like elbow 2nos, socket 1 no, union 1 no, 150 mm long nipple 2 nos, CI long handle bibcock 1 no and painting painting the pipe with water proofing paint and necessery writings with earth work in/c refilling complete as per CPWD specification and direction of the E-I-C
50
67795
1355.89
Providing and fixing in position RCC plateform of size 1000X1000X 75 mm with curve of size 50X75 mm and keeping an opening of 100 mm long in a suitable place for draining out water for size 1500 mm long 125 mm wall thickness made with cement concrete 1:2:4 ( 1 cement:2 sand:4 brick aggregate 20 mm nominal size) and steel reinforcement (TMT bars) 7 nos,8mm dia in both directions in/c plastering the exposed surface with 12mm thick mortar 1:3 (1 cement:3 sand) finished with floating coat of neat cement ) complete with all earth work requird in/c refilling as per specification and direction of the E-I-C .
50
95349
1906.97
Providing & fitting fixing ISI marked GI union joint as per CPWD Specification direction of the Er-in-Charge. A) 15 mm niminal bore.
30
2955
98.5
B) 25 mm niminal bore.
30
5010
167
C) 40 mm niminal bore.
30
9036
301.2
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. C) 40 mm niminal bore.
30
8454
281.8
Providing and fixing GI socket as per CPWD specification and direction of the Engineer-In-Charge. A) 40mm dia.
10
992
99.2
Providing & fixing G.I. Equal Tee with the pipeline in/c. testing of joints complete as per CPWD specification and direction of the Engineer-in-charge. a) 40 x 40 x 40mm dia.
20
4862
243.1
Providing & fixing G.I. Un- Equal Tee with the pipeline in/c. testing of joints complete as per CPWD specification and direction of the Engineer-in-charge .a) 40 x 40 x 15 mm dia.
30
6426
214.2
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -
-All work upto plinth level
i) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate of 40 mm nominal size)
10
80756
8075.6
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. (ii) 40 x 15 mm dia.
20
2932
146.6
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