Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Eprocure
Opening Date28 Feb 2025
Closing Date20 Mar 2025
Tender Amount₹ 47,98,279
Costs
EMD
₹ 95,966Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Jjm Works Under Sepahijala District / Sh Extension Of Fhtcs Along With Construction Of Cement Concrete Platform , G.i. Post Including Necessary Fittings Attached With Swtp Srimantapur Under Kathalia R.d. Block With In The Jurisdiction
Description
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Contact
Tender Id
2025_CEDWS_58982_1Tender No
298/EE/DWS/BLG/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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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.
70
1177
82411
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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: 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 20 mm nominal size)
20
10570
211412
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Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- -All work upto plinth level: A) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
20
14075
281512
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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement- A) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) .
20
15502
310044
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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- A)1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)
15
15780
236714
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Centering shuttering including struttings, propping etc. and removal of form work for: Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply
200
625
125100
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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
3500
103
363650
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First class brick work in foundation and plinth including cost of all materials as required complete. A)In cement mortar 1:4 ( 1 cement : 4 fine sand ).
15
9845
147678
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First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:- A) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
10
11410
114102
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Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:- In cement mortar 1:4 ( 1 cement : 4 fine sand )
300
1311
393540
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12 mm cement plaster of mix. A) In cement mortar 1:4 ( 1 cement : 4 fine sand )
750
224
168150
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15 mm cement plaster on the rough side of single or half brick wall of mix: A)cement mortar 1:4 ( 1 cement : 4 fine sand )
750
260
195450
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Excavating trenches of required width for pipes, cables etc. in/c excavation for sockets and dressing of sides, where required ramming of bottom, depth up to 1500 mm ( Slope 1 in 200) in/c getting out the excavated soil and backfilling of soil as required after laying of pipe line, in layer not exceeding 200mm in depth in/c consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed with all required lead as per Chapter-2 of CPWD specification & direction of the Engineer-in-Charge.
-
-
-
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A).For UPVC pipes in new work
a). in all kinds of soil i) For Pipes not exceeding 90 mm dia
4270
87
374052
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A).For UPVC pipes in new work
a). in all kinds of soil i). For pipes exceeding 90mm dia but not exceeding 300mm dia.
40
106
4256
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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 CPWD specification and direction of the Engineer - in - charge.
-
-
-
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i.150 mm dia. (PN-1.6)
2
8238
16477
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ii.100 mm dia. (PN-1.6)
5
5561
27806
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v.80 mm dia. (PN-1.6)
2
4319
8639
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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 CPWD specification and direction of the Engineer - in - charge. i. 90 mm dia
8
148
1190
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ii. 110 mm dia
6
174
1048
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iii. 140 mm dia
4
250
1002
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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).90mm dia
19
298
5675
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ii. 110 mm dia
20
356
7128
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iii. 140 mm dia
25
466
11670
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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 pe CPWD specification and direction of the Engineer - in - charge. i. 90 x 90 mm dia
6
352
2113
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ii. 110 x 110 mm dia
6
580
3482
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iii. 140 x 140 mm dia
6
818
4908
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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. 110 x 90 mm dia
5
321
1606
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ii. 140 x 110 mm dia
5
426
2134
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iii. 140 x 90 mm dia
5
395
1979
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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 CPWD specification and direction of the Engineer - in - charge. (i).90mm dia
7
380
2666
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ii. 110 mm dia
7
515
3606
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iii. 140 mm dia
10
697
6976
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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.
50
619
30965
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Providing and fixing G.I. pipes 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 CPWD specification and direction of the Engineer- in - charge. A) External works . i. 15 mm dia. nominal bore
1000
254
254000
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ii. 40 mm dia. nominal bore
20
549
10982
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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. A. Class - 3 ( working pressure 6.0 kg / cm2)
-
-
-
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i. 40 mm OD
500
89
44900
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ii. 50 mm OD
250
112
28200
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iii. 90 mm dia.
20
271
5428
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iv. 110 mm dia
20
372
7442
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ii. 140 mm OD
20
612
12256
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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.
3500
57
200550
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Providing and fixing G.I. bend / elbow in the pipe line in/c testing of joints complete as per CPWD specification and direction the Engineer-in-charge. i) 15 mm Dia
2000
104
209600
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Providing and fixing G.I. union as per CPWD specification and direction of the Engineer-in-charge. i)15 mm Dia
1000
131
131000
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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
1000
78
78600
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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) 15mm dia PVC/ Plastic bib cock
1000
119
119400
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Providing and fixing G.I. nipple of medium class as per CPWD Specification and direction of the Engineer-in-chargei) 15 mm dia 150 mm long
2000
68
137200
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Providing and fitting fixing brass ferrule with C.I cover conforming to IS-2692 in/c boring and tapping the main as per CPWD specification and direction of the Engineer-in-charge. i)10mm nominal bore.
1000
358
358400
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