Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date19 Nov 2024
Closing Soon26 Nov 2024
Tender Amount₹ 3,65,000
Costs
EMD
₹ 37,000Document Cost
₹ 854Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEJNS_974953_24Tender No
1267/A-3 Dt-09-11-2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
GEM & Bid Advisory Services
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BOQ Items
(1) WBM Grading III
Providing, laying, spreading and compacting stone aggregates of 22.4-53mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming stone screening to fill up the interstices of coarse aggregates, watering and compacting to the required density grading-III as per technical specification clause 405
4.5
2350
10575
Providing and applying Primer coat with Bitumen Emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying prime at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.
4.5
35
157.5
Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical pecification Clause 503.
30
15
450
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.
Case - I By Manual Means (I)Bitumen (S-90)
30
141
4230
Seal Coat
Providing and laying seal coat by Manual Means with VG-10 Grade Bitument sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510
30
50
1500
Construction of Subgrade and Earten Shoulders
Construction of Subgrade and earten shoulders with approved material obtained from borrow pts with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical specification Clause 303.1
11.84
88
1041.92
C/o 1000 mm dia NP3 HP culvert
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 material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. S.I.No-253(a)
62.02
120
7442.4
Fine Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 Km. (5 miles) from the side of work & including watering,dressing etc. Rate to include cost of all materials,labour and tools & plants,etc. required for proper completion of the work. S.I.No-255
5.2
1000
5200
Bedding for Pipe Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii)
4.44
1500
6660
Cement concrete with 4cm gauge approved stone ballast, approved coarse sand. cement in the proportion 6:3:1 including supply of all materials,labour and tools and plants etc . required for proper completion of the work. SI NO-280
5.2
4400
22880
Random course Rubble massonary in 1:4 cement and fine sand mortar in foundation and plinth, including supply of all materials, labour & T&P etc. required for proper completion of the work.
(Chpt-8 Add Item (b)
48.5
3800
184300
Raised pointing with cement and fine sand of 1.25 fineness modulus mortar on brick work in proportion of 1:2 including supply of all materials, labour and tools and plants etc. required for proper completion of the work S.I.No-577
62.86
145
9114.7
Cement concrete with 20mm gauge approved stone ballast, approved coarse sand. cement in the proportion 4:2:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. (As per Chap-5 S.I. No. 279a)
0.5
5500
2750
Plastering with cement mortar (1:4), 12 mm thick on R.C.R. work in substructure as per technical specification Clauses 613.4 & 1204 S.I.No-584
1.28
135
172.8
Providing and laying of hume pipe NH-3 for culverts with filing of joints in cement and sand mortar in 1:2 including labour, T&P etc required for proper completion of work as per of Engineer-in-Charge.1000 mm dia
15
5300
79500
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