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
₹ 48,023Document Cost
₹ 1,000Tender 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
2023_CEDWS_40123_1Bid Award Id
ViewTender No
DNIeT. No. 58/EE/DWS/DIVN/UDP/2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://pwd.rajasthan.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
Excavation trenches of required width for pipes , cables, etc. in/c. excavation for sockets , dressing of sides where required , ramming of bottoms , depth upto 1500 mm in/c. getting out the excavated soil and backfilling of soil as required after laying of pipeline , in layer not exceeding 200 mm in depth in/c. cosolidating of surplus excavated soil with all required leads as per chapter -2 of CPWD specification and direction of the Er. -in -Charge. A) For UPVC pipe in new work. a. In all kinds of soil. i) For pipes not exceeding 90 mm dia
4700
411720
87.6
i) For pipes not exceeding 90 mm dia but not exceeding 300mm dia.
600
63840
106.4
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 6.0 kg / cm2). i) 40 mm dia OD
1200
107760
89.8
ii) 90 mm dia OD
3500
949900
271.4
ii) 110 mm dia OD
600
223260
372.1
Charge for dismantling PVC/HDPE pipe after necessary excavation of earth in/c washing and stacking of pipes properly at site with all leads and lifts and backfilling of soil as required after laying of pipeline , in layer not exceeding 200 mm in depth in/c consolidating each deposited layer by ramming , watering, etc. complete as per specification and direction of the Er. -in -Charge. i) 90 mm dia OD
800
269440
336.8
ii) 110 mm dia OD
300
108000
360
iii) 140 mm dia OD
200
78960
394.8
Providing, fixing and laying fabricated UPVC bend of required degree conforming to IS : 10124 ( part 8 / 9 / 10 / 11 / 12 / 13 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i) 90 mm dia
5
1494
298.7
ii) 110 mm dia
4
1426
356.4
iii) 140 mm dia
3
1400
466.8
Providing, fixing and laying fabricated UPVC equal tee conforming to IS : 10124 ( Part 5 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. i) 90 x 90 mm dia
6
2113
352.2
ii) 110 x 110 mm dia
5
2902
580.4
iii) 140 x 140 mm dia
5
4090
818
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 chapter 20 of CPWD specification and direction of the Engineer - in - charge. i) 90 mm dia
15
2231
148.7
ii) 110 mm dia
10
1746
174.6
Providing, fixing and laying flanged fabricated UPVC tailpiece with MS flange ( 8 mm thick ) conforming to IS : 10124 ( Part 6 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. i) 90 mm dia
6
2285
380.9
ii) 110 mm dia
4
2060
515.1
iii) 140 mm dia
6
4186
697.6
Providing, fixing and laying fabricated UPVC straight reducer conforming to IS : 10124 ( Part 3 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per specification and direction of the Engineer - in - charge. v) 110 X 90 mm dia
8
2569
321.1
vi) 140 X 110 mm dia
6
2561
426.8
vii) 140 X 90 mm dia
4
1583
395.7
Providing, fixing and laying fabricated UPVC socket/ coupler conforming to IS : 10124 ( Part 3 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per specification and direction of the Engineer - in - charge. i) 90 mm dia
35
7424
212.1
ii) 110 mm dia
20
5466
273.3
iii) 140 mm dia
10
3628
362.8
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 chapter 20 of CPWD specification and direction of the Engineer - in - charge. i) 80 mm dia A. PN - 1.6
2
8639
4319.7
ii) 100 mm dia A. PN - 1.6
1
5561
5561.1
ii) 125 mm dia A. PN - 1.6
2
13324
6662.1
ii) 150 mm dia A. PN - 1.6
2
16477
8238.6
Constructing masonry Chamber 90 x 90 x 100 cm, inside with 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 fine sand : 4 brick aggregate 1st class 20 mm nominal size ) necessary excavation foundation concrete 1 : 5 : 10 ( 1 cement : 5 fine sand : 10 brick aggregate 1st class 40 mm nominal size ) and inside plastering with cement mortar 1 : 3 ( 1 cement : 3 fine sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design, CPWD specification and direction of the Engineer - in - charge. A. With 2nd class bricks.
4
55536
13884
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements