Public Works Department Tender
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Costs
EMD
₹ 11,381Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_CEDWS_8632_1Bid Award Id
ViewTender No
156/EE/DWS/DMN/2019-20Tender Authority
Public Works Department ViewPurchaser Address
-
GEM & Bid Advisory Services
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Documents
BOQ Items
ii) For pipes exceeding 90 mm dia but not exceeding 300 mm dia
150
-
61.3
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 CPWD specification and direction of the Engineer - in - charge.
A). Class - 3 ( working pressure 6.0 kg / cm2)
-
-
-
i) 90 mm OD
1800
-
166.2
ii) 110 mm OD
100
-
238.8
iIi) 140 mm OD
50
-
396.5
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.
-
-
-
ii). 125 mm dia.
A) PN - 1.6
2
-
6091.8
iv). 150 mm dia
A) PN - 1.6
2
-
1032.5
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 CPWD specification and direction of the Engineer - in - charge.
-
-
-
i). 110 x 90 mm dia
3
-
244.5
ii) 140 x 110 mm dia
3
-
330.2
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.
-
-
-
ii). 110 mm dia
5
-
276.8
ii). 110 mm dia
5
-
362
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). 90 mm dia
2
-
104.2
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 CPWD specification and direction of the Engineer - in - charge.
-
-
-
i). 90 x 90 mm dia
1
-
266.3
ii). 110 x 110 mm dia
1
-
444.7
ii). 110 x 110 mm dia
1
-
638.1
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.
-
-
-
viii) 15 mm dia. nominal bore
5
-
153.8
viii) 40 mm dia. nominal bore
5
-
341.4
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 First class bricks
2
-
14128.5
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).
a) 15mm dia
150
-
38.3
SH:- B) DOMESTIC CONNECTION
-
-
-
Cutting bitumenus road (30cm average depth ) making good the same including available excaneted materials.
80
-
39.1
Removal of flat brick soling and re laying the same as per direction of the Eng.- in- Charge.
80
-
6.25
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cmin depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.
-All kinds of soil a) By manual means
267
-
128.8
Making road crossing by horizontal boring for smooth laying of UPVC / CI / DI / GI pipes etc. of required dia complete as per specification and the direction of the Engineer-in-charge.
B. by manual means
80
-
274.5
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.
i) in all kinds of soil
i. For pipes not exceeding 90 mm dia Metre
1133
-
50.5
Providing and fixing G.I. pipes medium class as per IS : 1239 with latest amendment complete with G.I. fittings including trenchingand refilling, cutting and making good the walls etc. complete asper chapter 20 of CPWD specification and direction of the Engineer- in - charge
A. External work
-
-
-
i. 15 mm dia. nominal bore
27
-
153.8
v. 40 mm dia. nominal bore
40
-
341.4
Labour charge for lying 40 mm dia manual bore GI/HDPE pipes for casing for main road crossing(Pipe will be supplyed by the consumer at his own cost) . i. 15 mm dia
667
-
3.55
Providing & fixing GI reducer with the pipe line including testing of joints compete as per CPWD Specification and direction of the Eng.- in - Charge. a) 20mmX15mm
267
-
69.9
Providing and fixing UPVC service saddle as per chapter -20 of CPWD specificstion and direction of the Engineer in Charge.
-
-
-
i)90 mm dia with 15m dia openning.
267
-
325
i)110 mm dia with 15m dia openning.
133
-
382.3
Providing and fixing brass ferrule with C.I. cover conforming to IS :2692 including boring and tapping the main as per chapter 20 of CPWD specification and direction of the Engineer - in - charge. i.) 10 mm nominal bore
400
-
294.3
Providing and fixing G.I.Bend /elbow in the pipeline in/c testing of joint as per CPWD specification anddirection of the Engineer - in - charge.
i. 15 mm dia
400
-
67.5
Providing and fixing G.I. socket as per CPWD specification anddirection of the Engineer - in - charge.
i. 15 mm dia
400
-
46.2
Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.
i. 15 mm dia
400
-
71.9
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
1387
-
38.3
Providing and fixing G.I. Nipple of medium class as per chapter 20of CPWD specification and direction of the Engineer - in - charge.
iii) 15 mm dia 225 mm long
400
-
58.7
Suplying and palcing of first class brick to protect the ferrule.
2667
-
3.43
Providing & fixing GI plug un/c boring of approved quality as per direction of the Eng.- in -Charge.
400
-
46
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.
37.648
-
615.7
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
400
-
62.6
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