Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date25 Jun 2020
Closing Date13 Jul 2020
Tender Amount₹ 2,31,11,552 This is an estimated amount, exact amount may vary.
Costs
EMD
₹ 24,00,000Document Cost
₹ 2,300Tender Fee
Refer Documents
Summary
Construction Of Sumerpur To Talab Baghel Hote Hue Krishna Nagar Colony L/r Km. 1 To 7 Under Rajya Sadak Nidhi In Financial Year 2020-21. (p.c. S.c By Hot Mix Plant And Paver) (vidhan Sabha-bahraich-payagpur)
Description
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Contact
Tender Id
2020_CEDPW_487472_1Bid Award Id
ViewTender No
1700/8 Kam/e_Tendering/2020-21 Dated 23-06-2020Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
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Providing and laying reinforced cement concrete 900mm dia NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
292.5
-
5500
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Providing and laying reinforced cement concrete 600mm dia NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
105
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2400
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Brick work with 150 class brick in cement mortor 1:4 cement and coarse sand in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work As Per SI No. 305 (b).
485
-
5520
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Stuck cement pointing with 1:3 cement and fine sand of 1.25 fineness Modules over brick work complete with all labour, materials ,T&P etc. as per direction of E/I. as N.S. No. 12.12
950
-
70
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Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
400
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62
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Providing concrete for plain/reinforced concrete 1:3:6 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.
75
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8450
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Providing and laying reinforced cement concrete M-20 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
220
-
9150
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Providing and laying reinforced cement concrete M-25 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
120
-
10350
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Brick masonry work in 1:3 cement mortar in sub structure complete excluding pointing and plastering as per drawing and technical specifications Clauses 602, 603 ,604 , 1202 & 1204
7
-
6350
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Supplying, fitting, and placing MS bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
190
-
5900
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
80
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260
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Dewatering of ground water below spring level for excavation & foundation concreting and brick work including boring of pipe operational and running charge of Diesel pumps complete.
3750
-
150
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Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 km. from the site of work & including watering, dressing etc. rate includes cost of all material, labour and T&P etc required for proper completion of the work. Sr. No. 11 (Chapter - 1)
70
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800
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Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
165
-
4000
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, 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 Technical Specification Clause 301.5
33000
-
86
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Cement Treated Subbase With GSB 2% OPC Cement
Providing Laying and Spreading Material on a prepared sub grade, adding cement O.P.C. @ 2% by weight spread GSB Material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base.
2686
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4400
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Cement Treated Base With 4% OPC Cement
Providing, laying and spreading material on a prepared sub base, cement OPC @ 4% by weight spread WMM Material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of Sub-base/base.
2550
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5300
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Providing and applying Tack coat with bitumen (V.G.-10) using bitumen distributor at the rate of 0.35 to 0.45 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 (iii)
25500
-
11
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Providing, laying and rolling of open - graded premix carpet of 20mm 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 Type C as per (MORD) Technical Specification Clause 508.
25500
-
172
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type C as per (MORD) Technical Specification Clause 510
25500
-
56
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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits 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.
5500
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86
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