Public Works Department Tender
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Costs
EMD
₹ 1,76,275Document Cost
₹ 4,000Tender Fee
Refer Documents
Summary
Construction, Fabrication ,supply And Erection For Steel Foot Bridge, Abutment, Providing, Fitting, Etc. Complete In Swtp At Kalyanpur Under Dws Sub-division Kalyanpur, Khowai Tripura ( Balance Work). (gr.ii)
Description
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Contact
Tender Id
2025_CEDWS_57697_1Tender No
11/SE/DWSC/AGT/2024-25Tender 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 and fixing M.S. bolts in/c nuts & washer complete as per standard design. (i) upto 300 mm length
520
139
72540
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Providing and fixing hand rail using structural steel etc. of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete as required.
i) GI Pipes
1020
173
176460
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Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade (Payment shall be made after submission of Test Certificate issued by the Manufacturer)
Two or more coats on new work over an under coat of suitable shade with ordinary paint (primer) of approved brand and manufacture
341
154
52650
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Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc complete as required-
i) In grating, frames, guard bar, railing, brackets, gates and similar works all complete
1185
142
168626
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SUB-HEAD : BALANCE WORK OF RCC ABUTMENT & INTERMEDIATE PIER
-
-
-
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Reinforcement for RCC works including straightening,cutting,bending all complete above plinth level
-
-
-
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Thermo-mechanically treated bars of Grade 500-D or higher
1650
103
171435
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Reinforcement cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, colounns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement
-
-
-
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1 : 1 : 2 ( 1 cement : 1 fine sand : 2 graded stone aggregate of 20 mm nominal size)
7.85
15502
121692
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Earthwork in excavation by mechanical means (Hydraulic Excavator)/manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms,lift up to 1.5m, including getting out the excavated and disposal of surplus excavated soil as directed, within a lead of 50m.
All kinds of soil
76.8
231
17787
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidationg each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5 m.
51.2
161
8259
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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 slop, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
7.7
1177
9065
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Providing and laying in position cement of concrete specified grade excluding the cost of centering and shuttering- All work upto plinth level:
-
-
-
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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 slop, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
80.2
9295
745515
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Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRT&H Technical Specification clauses of section 300.
956
226
216152
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Centering shuttering including struttings, propping etc and removal of form work for:
i) Columns Pillars Piers, Abutments, Posts and Struts with M S shutters
26.5
492
13057
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(ii) Retaining walls, return walls, walls (any thickness) including attached pilasters, but-tresses plinth and string courses fillets etc.
352.6
390
137726
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6 mm cement plaster of mix
1) Ccement mortar 14 (1 cement 4 fine sand)
13
176
2291
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Neat Cement Punning
13
56
738
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SUB-HEAD: Raw Water Rising Main
-
-
-
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Excavating trenches of required width for pipes, cable etc in/c excavating for sockets & dressing of sides, where required, ramming of bottoms, depth up to 1500mm in/c getting out the excavated soil and backfilling of soil as required after laying of pipe line, in layers not exceeding 200mm in depth in/c 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
B) For Gl/CI/Di pipes in new work
a) In all kinds of soil
i) For pipes exceeding 90 mm dia, but not exceeding 300mm dia
557
133
74527
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Providing and laying S&S centrifugally cast (SPUN) ductile iron class K-9 pipes conforming to IS 8329 as per CPWD specification and direction of the Engineer-in Charge.
ii) 300 mm dia Ductile Iron Class K-9 pipes
557
6296
3507039
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Providing and laying Di Special of class K-12 for suitable for push-on jointing as per IS-9523 as per CPWD Specification and direction of Engineer-in Charge
i) Upto 300mm dia
2
238571
477143
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Providing and fixing CI non-return valve of approved quality as per CPWD specification and direction of the Engineer-in-charge
i) 300 mm nominal bore
4
50507
202031
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Providing and fixing CI double action air valve of approved quality with bolts, nuts, rubber insertions etc complete as per CPWD specification and direction of the Engineer-in- charge (The tail pieces, tapers etc if required will be paid separately)
i) 300 mm dia
6
19999
119996
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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 seperately) as per the CPWD specification and direction of the engineer-in-charge
300 mm dia
3
34336
103010
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SUB-HEAD: Surface Drain & Plinth Protection
-
-
-
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Earth work
-
-
-
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Earthwork in excavation by mechanical means (Hydraulic Excavator)/manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms,lift up to 1.5m, including getting out the excavated and disposal of surplus excavated soil as directed, within a lead of 50m. All Kinds of Soil.
36.5
231
8453
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidationg each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5 m.
23.5
161
3791
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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 slop, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
6.5
1177
7652
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Cement Concerte Work
-
-
-
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level:
-
-
-
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i) 1 : 4 : 8 ( 1 cement :4 fine sand : 8 graded well burnt brick aggregate of 40 mm nominal size)
9.6
8980
86208
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Brick Work
-
-
-
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Half brick masonry with first class bricks in foundation and plinth including cost of all materials as required complete.
-
-
-
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i) In Cement mortar 1:4 ( 1 cement : 4 fine sand )
87.5
1311
114783
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Finishing Work
-
-
-
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12 mm cement plaster of mix
-
-
-
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i) In cement mortar 1:6 ( 1 cement : 6 fine sand )
214
205
43913
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Neat Cement Punning
214
56
12155
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Plinth Protection
-
-
-
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Making plinth protection 50 mm thick of cement concrete 1:3:6(1 cement:3 fine sand: 6 graded well burnt brick aggregate 20 mm nominal size) over 75 mm bed of dry brick ballast 40 mm nominal size well rammed & consolidated & grouted with fine sand including finishing the top smooth.
125
894
111788
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