Rural Engineering Department Tender
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Rural Engineering Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date26 May 2023
Closing Date4 Jul 2023
Tender Amount₹ 1,26,26,000
Costs
EMD
₹ 2,53,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_REDUP_805646_1Bid Award Id
ViewTender No
Letter No. 79 RED SE TenderTAVY2023-24 Dt.15-05-23Tender Authority
Rural Engineering Department ViewPurchaser Address
-Website
http://http://upred.gov.in/
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Documents
BOQ Items
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Lime Stabilisation for Improving Subgrade
Laying and spreading available soil in the subgrade on a prepared surface, pulverising, mixing the spread soil in place with rotavator with 2 per cent slaked lime having minimum 70 per cent of contents of CaO, grading with motor grader and compacting with the smooth wheel road roller at OMC to the desired density to form a layer of improved Sub-grade as per Technical Specification Cluase 403. As per Data Book Item No. 4.4 B
4211.21
1430548
339.7
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Construction of Granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.as per Data Book item No. 4.1(A)-(i) confirming to grading of GSB table 400.1 ( grade-1) by mix in place method
1037.81
2433456
2344.8
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Providing, laying, spreading and compacting 45-63 mm granite stone aggregates Crusher of specific sizes to Water bound macadam WBM Grading 2 specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening / Binding Material to fillup the interstices of course aggregate , watering and compacting to the reqiured density as per Technical Specification Clause 405. as per Data Book item No. 4.8-2(A)
576.56
1848797
3206.6
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam Sub-base/Base WBM 3 specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. as per Data Book item No. 4.7-3(A)
576.56
1798578
3119.5
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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 0.85 kg/sqm using mechanical means as per Technical Specification Clause 502. as per Data Book item No. 5.1-I Low porosity
7687.5
405900
52.8
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Providing and applying tack coat with Bitumen Emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. as per Data Book item No. 5.2-II
7687.5
129918
16.9
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Providing and 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 VG-10 grade bitumen 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 Technical Specification Clause 508. as per Data Book item No. 5.9 Case-II (i)
7687.5
1171575
152.4
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grede and cross fall using Type C as per Technical Specification Clause 510. as per Data Book item No. 5.12 (B) Case - III Type-C
7687.5
427425
55.6
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Brick Edging on both sides of road with M - 150 class bricks on edge (BOE) 3" wide and 4½" deep complete as per P.W.D. S.I. No. 765.
4100
185320
45.2
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Construction of embankment with approved material obtained from borrow pits with lift upto 1.5 m transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 100 m as per technical specifiication clause 202 Data Book Item No. 3.3 & 3.5 ii
1658.04
141928
85.6
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Construction of Granular sub-base For hard shoulders with local materials(Naturally occuring materials-Moorum) by mix in place method normal construction of granular sub base by providing local material , spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method by Tractor Rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per clause 401.4 as per Technical Soecification Clause 408 as per Data Book item No. 4.11(ii)
809.75
1321997
1632.6
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COST ESTIMATE FOR ROAD SAFETY AND FURNITURE
supply and fixing 3'x4' display board
1
5000
5000
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board of 600 mm equilateral triangle as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801as per Data Book item No. 10.2 A-(I)
1
1998
1998
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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 as per Data Book item No. 10.10 (A) Ordinary K.M. Stone
2
4370
2185
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(B) 0.200 Km. Stone
8
4192
524
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Construction of 450 MM Dia NP3 Hume Pipe Gule Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification Clause 305.1 including setting out, construction of shouring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per MORD Specification No. 300 as per Data Book item No. 9.1
15.3
3953
258.4
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Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) Type B (First Class) Bedding as per Data Book item No.11.2(I)
3.02
5086
1684.4
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Providing concrete for plain/reinforced concrete in open foundation in (1:3:6) cement, c sand, stone ballast/grit M 10 Grade Cement Concrete as per Clause 802,803,202 & 1203. Type A (Concrete Cradle) Bedding as per Data Book item No. 9.2 (I)
0.26
1465
5636.5
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Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clasue 1109 (A) as per Data Book Item no. 11.6 (II)
1.96
8818
4499.1
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Raised Pointing with Cement Mortar (1:3) on stone work as per drawing and technical specification Clauses 613.3 and 1204 as per Data Book item No. 12.2
4.18
477
114.2
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Providing and laying Plain Cement Concrete(Grade M20 1:2:4) cement, c sand, stone ballast/grit in superstructure as per drawing and techinal specifications clauses 802, 803 1202 and 1203 as per Data Book item No. 12.5(II)
0.1
596
5965.7
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Laying cement concrete pipe NP3 450mm 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 parapets as per MORD specification no. 1100 Sr. No. 9.7 as per Data Book item No. 9.7
20
48398
2419.9
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Construction of 1×1000 mm dia NP-3 Hume pipe culvert
Earth work in excavation for foundation of structures up to 3m depth as per drawing and technical specification clause 305. 1 including setting out construction of shoring and bracing removal of stumps and other deleterious materials and disposal up to a lead of 50m. dressing of sides and bottom and backfilling in trenches with excavated suitable material as per MORD Specification No. 300 as Per Data Book item No. 9.1
52.84
6340
120
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Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8km (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 p
4.84
4840
1000
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Cement concrete with 4cm (1/2'') 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.
11
49500
4500
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RCR Stone masonry in 1:4 cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
62.55
237690
3800
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Providing and laying reinforced concrete pipe NP3 in single row for culverts on 'Type A' (Concrete cradle) bedding with M 15 grade cement concrete including fixing collar with cement mortar 1:2 but excluding excavation protection work, backfilling, concrete and masonry works in head walls and parapets clause 1106 as per Data Book item No. 9.3 (B) For 1000 mm Dia
15
79500
5300
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Raised Pointing with 1:2 cement & Corse sand mortar over RCR stone masonry I/c all complete as S.i.no. 577
53.45
7483
140
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Cement concrete with 20 mm (1/2'') gauge approved stone Grit, 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.
0.4
2200
5500
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