Public Works Department Tender
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Costs
EMD
₹ 91,898Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEDWS_53249_1Bid Award Id
ViewTender No
11/EE/PWD(DWS)/KMP/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://tripuratenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
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Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement. 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
9.05
122940
13584.5
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Centering shuttering including struttings, propping etc. and removal of form work for:
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-
-
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i) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply.
1113.25
552283
496.1
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Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
3805
395340
103.9
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Charges for drilling and boring of pilot hole in any soil strata by water jet or any suitable method including collection of samples at various suitable levels and preservation of samples in polythene bags / sample boxes and disposal of excess soil or mud and maintain the pilot hole properly and required staging as per specification ( IS : 2800 ) and direction of the Engineer-in-charge. upto 100 metre depth
i) 100 mm dia
425
214795
505.4
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Charges for reaming of pilot hole in any soil strata by water jet or any suitable method and disposal of excess soil or mud including the cost for material as required to maintain the pilot hole properly and required staging as per specification ( IS : 2800 ) and direction of the Engineer-in-charge.
Upto 100 metre depth
From 100 mm to 250 mm dia
425
203533
478.9
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Lifting of summerssible pump motor with delivery assembly by heavy duty chain pullry after dismantling from delivery line and stacking properly as per direction of the Engineer-in-charge.
25
27250
1090
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Labour charge for fitting fixing and laying of submerssible pump motor set with delivery assembly 90º to 0º in/c refitting fixing with the delivery line etc as per direction of the Engineer-in-charge
25
21250
850
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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.
425
19975
47
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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.
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-
-
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with contractor's rig
i. with pea gravels obtained from Durgapur, West Bengal.
12.88
184293
14314
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Providing & lowering of UPVC pipe as per IS:12818 after washing of the bore hole by mini drilling rig as per specification and direction of the Engineer - in - charge.
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-
-
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A. with contractor's mini rig
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-
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i) UPVC 'CM' casing pipes
100 mm dia
306.25
197011
643.3
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ii) UPVC 'RS' pipes
100 mm dia
118.75
111898
942.3
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Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
37.53
197588
5264.8
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Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
33.12
167996
5072.8
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Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in- charge.
44.15
223964
5072.8
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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 (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 -
A. For UPVC pipes in new work
a. In all kinds of soil
ii. For pipes exceeding 90 mm dia but not exceeding 300 mm dia
500
53200
106.4
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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 CPWD specification and direction of the Engineer - in charge. i) 140 mm OD
1500
919200
612.8
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Providing and fixing of UPVC end cap / well 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
25
14010
560.4
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Charges for fixing CIDF Butterfly valve (issued from the department free of cost) with bolts, nuts, rubber insertions etc. complete as per CPWD specification and direction of the Engineer - in - charge. ( The tail pieces, tappers etc if required will be paid separately ).
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-
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i) 150 mm dia
25
22110
884.4
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Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.
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-
-
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i) 150 mm clamp
50
94040
1880.8
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G.I. wire 1.0 mm
25
2000
80
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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 CPWD specification and direction of the Engineer - in - charge.
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-
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i) 140 mm dia
50
23340
466.8
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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
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-
-
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i) 140 x 140 mm dia
25
20450
818
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