Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date10 Jan 2024
Closing Date16 Jan 2024
Tender Amount₹ 1,22,55,000
Costs
EMD
₹ 8,13,000Document Cost
₹ 2,720Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEJNS_879315_2Bid Award Id
ViewTender No
2968/30C-Hamirpur Circle/2023 Dt.08.12.2023Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
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Providing, laying, spreading and compacting stone aggregates of 45-63.mm 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 / blinding materials to fill up the interstices of coarse aggregates, watering and compacting to the required density grading-II as per technical specification clause 405
618
1421400
2300
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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. (A) By Manual Means
618
1470840
2380
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Brick edging on both sides of road with M-150 class bricks on edge 3" wide and 4-1/2" deep laid with mud mortar, finished to the required temples in proper alignment & also dressing ramming the excavated earth and directed by Engineer-in-Charge
2.2
205645
93475
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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 prime at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.
8250
346500
42
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Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical pecification Clause 503.
8250
140250
17
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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 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)
8250
1146750
139
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Providing and laying seal coat by mechnical 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
8250
396000
48
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Construction of subgrade and earthen shoulder with approved matarial obtained from borrow pit with all lift and lead, transporting 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 300.1 (Carted Earth and compacted)
2600
273000
105
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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)
102
12240
120
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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
17
17000
1000
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Cement concrete with 4cm gauge approved stone ballast, approved coarse sand. cement in the proportion6:3:1 including supply of all materials,labour and tools and plants etc . required for proper completion of the work. SI NO-280
17
74800
4400
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Class-150 brick work in 1:4 cement and fine sand of 1.25 fineness modulus mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. Required for proper completion of the work.(S.I.No-305)
53
291500
5500
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RCC work with cement approved coarse sand and 2cm. (3/4'') gauge approved stone ballast in the proportion 1:1.5:3 in lintels of doors and windows, excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.I wire.and including necessary cantering and suttering etc and also including supply of all materials,labour and tools and plants etc. required for proper completion of the work. binding wire to be supplied by the contractor free of cost.(S.I.N0.288)
22
165000
7500
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Mild steel of iron in plain work such as reinforced concrete/ brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel, its wastage and hooks and authorised over lapping shall be measured(S.I.N0.504).
17.67
98952
5600
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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)
0.48
2640
5500
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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
67
9045
135
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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
79500
5300
... More
Providing and laying of hume pipe NP-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.600 mm dia
15
36000
2400
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Supply & Laying cement concrete pipe NP-3 350 mm dia (burried Conduits) on first calss bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation protection works, backfilling. concrete and masonary work in head wall and parapoets as per MORD specification no. 1100 sr no. 9.7 as per Data book item no. 9.70
15
18750
1250
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Providing weep holes in Brick masonary/Stone masonary, plain/reinforced concrete abutment,wing wall,return wall with 100mm AC pipe etc. (S.I. No. 12.9 )
7.5
750
100
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Maintainance Charge including @ Earth work, repair of painted surface ,Earth work on patri, Culvert, Road furniture etc. as per Direction of E/I for the period of Five Year from the actual complection of work. Maintainance of First Year @0.00% of Total work Amount of SI No-1 to 23 per KM (A)
2.2
-
-
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Maintainance Charge including @ Earth work, repair of painted surface ,Earth work on patri, Culvert, Road furniture etc. as per Direction of E/I for the period of Five Year from the actual complection of work. Maintainance of Second Year @1.00% of Total work Amount of SI No-1 to 23 per KM (B)
2.2
110820
50372.73
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Maintainance Charge including @ Earth work, repair of painted surface ,Earth work on patri, Culvert, Road furniture etc. as per Direction of E/I for the period of Five Year from the actual complection of work. Maintainance of ThirdhYear @1.50% of Total work Amount of SI No-1 to 23 per KM (C)
2.2
166230
75559.09
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Maintainance Charge including @ Earth work, repair of painted surface ,Earth work on patri, Culvert, Road furniture etc. as per Direction of E/I for the period of Five Year from the actual complection of work. Maintainance of Fourth Year @2.00% of Total work Amount of SI No-1 to 23 per KM (D)
2.2
221640
100745.45
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Maintainance Charge including @ Earth work, repair of painted surface ,Earth work on patri, Culvert, Road furniture etc. as per Direction of E/I for the period of Five Year from the actual complection of work. Maintainance of Fifth Year @3.00% of Total work Amount of SI No-1 to 23 per KM (E)
2.2
332460
151118.18
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