Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date28 Oct 2024
Closing Date12 Nov 2024
Tender Amount₹ 63,36,066.01
Costs
EMD
₹ 5,20,000Document Cost
₹ 2,715Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEUCZ_969470_1Bid Award Id
ViewTender No
5836 /352C/E-TENDER/STP-KHERI/2024 Dated 19/10/2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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BOQ Items
Applying one or more coat of epoxy bonding between old and new concrete @0.80 kg/sqm,complete as per manufacturers specification and Direction of E/I
83
839
69637
Replacement of existing damaged Expansion Joints including removal of existing damaged exp. Joints by dismantling of deck slab, wearing coat etc need back filling of the recess up to final finish level with concrete of grade M-30 complete as per approved drawing, MORTH specification 2607
30
4008
120240
Providing and laying of an elastomeric slab steel expansion joint, catering to right or skew (less than 20 deg., moderately curved with maximum horizontal movement upto 50 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation and clause 2605 of MoRTH specifications for road & bridge works.
30
11522
345660
Lifting of rocker roller bearing of deck uniformly hydraulic jack with power pack cleaning, oiling, greasing of rocker & roller bearing without lifting, including cleaning of the surface thoroughly from grease, dust & other foreign material & secured with diesel, paper &cotton waste also including scrapping & preparing the bearing surface for greasing the cost including all material, labour, M/C, T&P making all arrangement like casting extra. The cost includes machinery, labour.
6
22895
137370
Supplyy of Elastomeric bearing, its design and drawing as per IRC-83 (Part-II) manufactured by MORTH approved manufacture including instalation with all labour, machinary, placing material T&P, transportation, lifting removing of old metalic bearing and prepration of Top anf Bottom base with Epoxy/mortar etc required for proper completion of workas per approved drawing & MORTH specification (2001) (Excluding GST)
6
134528
807168
Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.80 m high with 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 (8.23)
200
3107
621400
Construction of shoulder with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5
4080
190
775200
Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching.
560
155
86800
P/L of 25-60 kg stone boulder in U/S and D/S for protection of floor including cost of material labour T&P etc complete.
192
5160
990720
Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (For K.C.Drain & chute Drain)
36
155
5580
Plain cement concrement 1:4:8 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days. (For K.C.Drain & chute Drain)
24
6015
144360
Brick masonry work in 1:4 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical speficiations clauses SI No. 307 (For K.C.Drain & chute Drain)
50
6300
315000
Cement Plaster with cement mortar (1:4) on brickwork in sub structure as per drawing and technical specification clauses (For K.C.Drain & chute Drain)
541
165
89265
P.C.C. M-20 grade for coping .As per SOR No.2/4.2.2(For Drain)
1.6
8320
13312
Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared surface cleaned with hydraulic broom.
588.25
10
6382.51
Providing and laying bituminous concrete with higher capacity 120 TPH hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects
14.99
13650
204613.5
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