Public Works Department Tender
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Costs
EMD
₹ 27,860Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_CEDWS_15940_1Bid Award Id
ViewTender No
DNIeT No_251/EE/DWS/KD/2020-21Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
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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.
183
-
1062.3
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(iii) 100 mm dia
152.5
-
489.5
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B. 'RS' pipe. (i) 100 mm dia.
183
-
771.3
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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. (ii) 150 x 100 mm dia.
5
-
869.1
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Washing and development of tube well by using hand pump or by any suitable method and testing of the well as per specification and direction of the Engineer - in - charge
500
-
70.9
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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. (i) pea gravels obtained from Durgapur, West Bengal.
5.81
-
6851.6
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Providing and fixing of housing clamp ( made with 12 mm thick 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 E.I.C. (iii) 150 mm dia.
5
-
3033.4
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Providing and lowering of submerssible pump of 45.00 mtr. Hand with suitable single phase submerssible motor in/c additional 32.00 mtr. Submerssible 3 core copper flat cable ( 2.5 sqmm size) along with 40 mm GI pipe (medium class) both end welded with 8 mm thick GI flange ( maximum length of each column pipe is 3 mtr. and total 21 mtr. long column assembly) in/c fitting fixing of necessary rubber insertion, 90 degree single end flange bend GI flange short piece, GI tailpiece and 100 mm x 40 mm dia C.I non-return valve etc. complete in all rspect as per direction of E.I.C. (a) 2000 GPH capacity submerssible pump with 3 HP submerssible motor.
5
-
47741
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Supplying and fitting fixing of of B 13 (size :- width 450 mm x length 1200 mm x heght 850 mm) fitted with 04 nos support of 75 mm X 75 mm (6 mm thick) M.S angle for embedding in 1:2:4 cement concrete base (size 300mm x 300mm x 600 mm) with proper locking arrangement and coated with anti corrosive paint (both inside and outside ) in/c necessary provisions for fitting fixing of single phase motor starter unit, main switch, energy meter etc. complete in all respect as per direction of E.I.C
5
-
10000
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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 / Havell's/HPL make etc. complete as per specification and direction of the Engineer-in-charge. (i) 32 amps
5
-
4294.1
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Supplying and fitting fixing of single phase motor starter unit ( with 2 pole contactor,overload relay, voltmeter & ams meter) , 32 amps main switch ( 220 volt) of Havells/ BCH/ L& T make in KIOSK in/c necessary electric wiring and G.I pipe earthing etc. complete as per direction of E.I.C
5
-
6365
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Trial run and commissioning of the scheme in all respect as per direction of the E.I.C
5
-
1000
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Providing earthing with perforated 40 mm dia G.I. pipe (Medium class) ( 12 mm dia perforation ) , laying of 4 mm dia GI wire from earth electrode to panel, including excavating hole of 600 mm dia and refilling with Salt and Charcoal / coke in alternate layers of 300 mm , as per standard specification and direction of the Engineer-in-charge. (i) for single phase connection with 2.50 mtr long G.I pipe
5
-
11940.6
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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 Engineering-in-charge. (A) For UPVC pipes in new work. (a) In all kinds of soil. (i) For pipes not exceeding 90 mm dia.
4570
-
65.3
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Providing and fixing G.I. pipes of 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. (A) External work. (i) 32 mm dia nominal bore.
60
-
375.7
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(ii) 40 mm dia. nominal bore
60
-
432.5
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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.
A. Class - 3 ( working pressure 6.0 kg / cm2)
i. 40 mm dia
1250
-
72.8
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ii. 50 mm dia
1250
-
92.5
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v. 90 mm dia
2070
-
220.1
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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
10
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3417.6
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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. (v) 90 mm dia
20
-
313.2
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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) 40 mm dia
10
-
82
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(ii) 50 mm dia
10
-
86.8
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(v) 90 mm dia
10
-
125.4
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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 chapter 20 of CPWD specification and direction of the Engineer - in - charge. (i) 40 mm dia
10
-
134
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(ii) 50 mm dia
10
-
157.5
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(v) 90 mm dia
10
-
246.1
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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 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.
10
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14488
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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. (v) 40 mm dia.
10
-
281.8
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(vi) 50 mm dia
10
-
402.5
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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. (v) 40 x 40 x 40 mm dia.
10
-
243.1
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(vi) 50 x 50 x 50 mm dia
10
-
334.3
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Providing and fixing G.I. Unequal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. (vii) 40 x 40 x 15 mm dia
75
-
214.2
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(x) 50 x 50 x 15 mm dia
75
-
284.3
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(xiii) 50 x 50 x 40 mm dia
10
-
288.4
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Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge. (i) 15 mm dia
150
-
68.8
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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.
150
-
97.3
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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.
1000
-
42.7
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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
150
-
466.8
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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) 50 x 40 mm dia
10
-
145
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(ii) 63 x 50 mm dia
10
-
168.3
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(iii) 75 x 63 mm dia
10
-
198.5
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(iv) 90 x 75 mm dia
10
-
227.6
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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.
2.36
-
169.5
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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
1.57
-
887.5
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Providing and laying in position cement concrete ofspecified grade excluding the cost of centring andshuttering - All work upto plinth level. (4.1.13) 1:3:6 (1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size)
1.57
-
8686.1
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Providing and fixing hard drawn steel wire fabric of size 75 x 25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of "L" shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants, as required and as per direction of the Engineer-incharge.
20
-
812.8
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