Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date27 Feb 2025
Closing Date6 Mar 2025
Tender Amount₹ 33,80,000
Costs
EMD
₹ 3,40,000Document Cost
₹ 860Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEMRZ_1011591_6Tender No
385/6A DATE-10.02.2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://etender.up.nic.in
GEM & Bid Advisory Services
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BOQ Items
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Providing, laying, spreading and compacting stone aggregates of specific 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 aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Manual Means. MORD 4.7(3) (A)
168
2320
389760
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WBM Gr-3 without screening
19
1880
35720
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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. MORD 5.1(i)
2250
42
94500
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Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 kg. per sqm on the prepared granular surface treated with primer cleaned with hydrulic broom as per Techinical Specification No.503 MORD 5.2(iii)
2250
15
33750
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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 (VG-10) 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. By Manual Means (Including Cost of Bitumen) MORD 5.9 Case-I(i)
2250
163
366750
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Providing and laying seal coat with Bitumen (VG-10) 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. By Manual Means (Including Cost of Bitumen) MORD 5.2 Case-III(i)
2250
58
130500
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Earthwork in excavation in ordinary soil for structures as Per drawing and techanical specification clause 305 including setting out, construction of shoring and bracing, removal of stumps and other deleterous material and disposal up to a lead of 50m dressing of sides and bottom and backfilling in trenches with excavated suitable material. MORD 11.1-I(i)
107
300
32100
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Providing concrete for plain/reinforced concrete in open foudation complete as per drawing and techanical specification clauses 802,803,1202 and 1203. PCC grade (M-10) Nominal Mix 1:3:6 MORD 11.4-I(i)
22
5400
118800
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (M-25)
5.5
6650
36575
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Providing concrete for plain/reinforced concrete in wall & slab complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (M-25)
14
7700
107800
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Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
11
7800
85800
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Stone masonary work in cement mortor(1:4) in foundation complete asper drawing and techanical specification clauses 702,704,1202 and 1203 Course rubble masonry (2nd sort). MORD 11.6(9)
51
4300
219300
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Stone Masonry Work in cement mortar (1:5) in Sub-structure of Return walls complete as per drawing and technical specification Clasue 702,704, 1202 & 1204
20
4450
89000
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S/O 1000mm Dia. NP-3 hume pipe inc. its cost T&P etc. complete.
7.5
6800
51000
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Laying and jointintg 1000mm Dia. NP-3 pipe its position asper drawing inc. all material labour T&P etc complete.
3
500
1500
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Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
60
70
4200
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Plastering with cement mortar (1:3), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
10
211
2110
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Providing and laying boulder appron for bed protection with stone boulders of minimum size and weight as per table no.1300.1, no fragment weighting not less than 25kg ,laid dry complete as per drawing and techanical specification clause 1301.
14
2040
28560
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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. MORD 3.14
700
100
70000
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The routine maintenance of above road work including embankment, patri, pavement, hume pipe culvert to the required standards and in the manner as defined in C.B. Condition and keep the entire road surpace and structure in Defeft free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. (including cost of material T&P labour but excluding GST) For 1st Year Maintenance cost (0%)
0.6
-
-
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The routine maintenance of above road work including embankment, patri, pavement, hume pipe culvert to the required standards and in the manner as defined in C.B. Condition and keep the entire road surpace and structure in Defeft free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. (including cost of material T&P labour but excluding GST) For 2nd Year Maintenance cost (1%)
0.6
41500
24900
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The routine maintenance of above road work including embankment, patri, pavement, hume pipe culvert to the required standards and in the manner as defined in C.B. Condition and keep the entire road surpace and structure in Defeft free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. (including cost of material T&P labour but excluding GST) For 3rd Year Maintenance cost (1.5%)
0.6
83000
49800
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The routine maintenance of above road work including embankment, patri, pavement, hume pipe culvert to the required standards and in the manner as defined in C.B. Condition and keep the entire road surpace and structure in Defeft free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. (including cost of material T&P labour but excluding GST) For 4rth Year Maintenance cost (2%)
0.6
124500
74700
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The routine maintenance of above road work including embankment, patri, pavement, hume pipe culvert to the required standards and in the manner as defined in C.B. Condition and keep the entire road surpace and structure in Defeft free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. (including cost of material T&P labour but excluding GST) For 5th Year Maintenance cost (3%)
0.6
166000
99600
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