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₹ 3,90,22,000
Costs
EMD
₹ 21,51,000Document Cost
₹ 2,720Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEJNS_879315_1Bid 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
1460
2978400
2040
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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
1460
3109800
2130
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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
5.2
471640
90700
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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.
19500
838500
43
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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.
19500
341250
17.5
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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)
19500
2730000
140
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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
19500
926250
47.5
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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 including stablization with 2% Unslaked lime(Fresh lime with minimum content 70 % CaO) including its mixing with rotavetor complete (Carted and Compacted). in Patri
6149
2152150
350
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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)
1180
141600
120
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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
129
129000
1000
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Cement concrete with 4cm gauge approved stone ballast, approved coarse sand. cement in the proportion 8:4:1 including supply of all materials,labour and tools and plants etc . required for proper completion of the work. SI NO-280
41
172200
4200
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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)
1200
6600000
5500
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R.C.C. work with cement approved coarse sand and 2 cm. guage approved stone ballast in the propotion of 1 : 1.5 : 3 in bed of causeway excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttring etc. and also icnluding supply etc. and also including supply of all material, labour and T&P etc. required for proper completion of the work Binding wire cost being included in the item.As per S.I. No.-288
96
720000
7500
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Mild steel or iron wirk in plain work such as reinforced. Concrete or brick work (When not included in an over all rates) Wrought to required shape as necessary including binding for proper completion of the work and including supply of all steel wastage and over laping and hooks. S.I.No-504)
113
632800
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)
6
33000
5500
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12 mm Plastering with cement mortar (1:3), 12 mm thick on B/work work in substructure as per technical specification Clauses 613.4 & 1204 S.I.No-582
800
116000
145
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Cement concrete with 4 mm 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. 279)
212
1060000
5000
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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
45
238500
5300
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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
30
72000
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
37.5
46875
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)
400
40000
100
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Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall return wall to the full hight, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8 (Ch-12 itemNo-12.11)
118
188800
1600
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Maintenance Charge including @ Earth work ,repair of painted surface, earthwork on patri ,culvert,road furniture etc.as direction of E.I for the period of five years from the actual completion of work
Maintenance cost for 1st year (@0 % of total work amount S.No.1-25) A
5.2
-
-
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Maintenance Charge including @ Earth work ,repair of painted surface, earthwork on patri ,culvert,road furniture etc.as direction of E.I for the period of five years from the actual completion of work
Maintenance cost for 2nd year (@1 % of total work amount S.No.1-25) B
5.2
355747
68413
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Maintenance Charge including @ Earth work , repair of painted surface, earthwork on patri ,culvert,road furniture etc.as direction of E.I for the period of five years from the actual completion of work
Maintenance cost for 3rd year (@1.5% of total work amount S.No.1-25) C
5.2
533618
102619
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Maintenance Charge including @ Earth work ,repair of painted surface,earthwork on patri ,culvert,road furniture etc.as direction of E.I for the period of five years from the actual completion of work
Maintenance cost for 4th year(@2 % of total work amount S.No.1-25) D
5.2
711491
136825.19
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Maintenance Charge including @ Earth work ,repair of painted surface,earthwork on patri ,culvert,road furniture etc.as direction of E.I for the period of five years from the actual completion of work
Maintenance cost for 5th year (@3% of total work amount S.No.1-25) E
5.2
1067237
205237.88
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