Rural Works Department Tender
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Technical
Technical
Additional Eligibility
Technical Capacity
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The required prior work experience for the bidder is not explicitly mentioned in terms of years. However, the bidder must demonstrate their qualification and experience in the field by providing certain documents and information. The bidder should have work experience as a prime contractor, in the same name and style, or as a subcontractor on construction works of similar nature and value over the last five years. The value and percentage of similar works completed are not specified, but the bidder's qualification will be evaluated based on their experience and completion of similar works. The bidder should provide certificates from the concerned officer for the work performed and the total monetary value of turnover and civil construction works performed for each of the last five years. Additionally, the bidder should have a maximum value of civil engineering works executed in any one year during the last five financial years. The bidder's experience will be calculated based on the completed as well as ongoing works. The bidder should also provide evidence of access to lines of credit and availability of other financial resources. The bidder can subcontract components of the construction of road/bridge, aggregating to not more than 25 percent of the contract price. However, the exact amount of similar works completed is not specified in the given context.
Costs
EMD
₹ 9,44,700Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_RWD_140575_1Bid Award Id
ViewTender No
MGSY/24-25/Katihar/02Tender Authority
Rural Works Department ViewPurchaser Address
-
GEM & Bid Advisory Services
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BOQ Items
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Providing and laying of PCC M15 levelling course 150mm thick below the pile cap. II. PCC Grade M-15 (Levelling Course)
21.87
7000
153098.09
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R.C.C. grade M 35 in Pile Foundation complete as per Dwg & Tech Specification. Pile Cap in RCC M-35
239.61
8141
1950688.97
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Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. II. 1200 mm Dia
408
17453
7121081.04
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Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
100.83
71351
7194412.08
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Providing Steel Liner 6 mm thick as per Detailed Drawing.
7.87
90773
714386.11
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R.C.C. grade M-35 in Substructure complete as per Dwg & Tech Specification i) Upto 5m height (Using Concrete Mixer)
132.45
8601
1139231.59
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R.C.C. grade M-35 in Substructure complete as per Dwg & Tech Specification ii) From 5m upto 10m height (Using Concrete Mixer)
25.1
8681
217911.67
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R.C.C. grade M-40 in Substructure complete as per Dwg & Tech Specification ii) From 5m upto 10m height (Using Concrete Mixer)
11.4
8936
101879.29
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Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
18.49
71567
1323285.48
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Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, completre assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete asper drawing and approved technical specifications.
12
48594
583133.16
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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
168
141
23770.32
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I) Sandy Material
342.41
933
319506.2
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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 height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
115.21
3367
387929.35
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Providing and laying reinforced cement concrete in superstructure complete as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 II. RCC M-35
164.06
9622
1578742.82
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Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in superstructrue complete as per drawings and technical specification Clauses 1002, 1010 & 1202
25.37
73345
1860772.54
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Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
30.48
15515
472911.22
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Provision of an Reinforced cement concrete crash barrier at the bridge decks& approaches to bridge structures constructed with Rein forced Cement Concrete With HYSD reinforcement confirming MoRT&H Specification and as per details given IRC-5 including dowel bars ,expansion joints filled with pre-moulded asphalt filler board etc.. and approved drawing and at locations directed by the Engineer ,all as specified .
108.36
5564
603006.06
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Drainage Spouts complete as per drawing and technical specifications Clause 1209
16
1198
19169.92
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P.C.C. M-15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specificatios Clauses 800 & 1211.
8.93
6613
59056.14
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Reinforced Cement Concrete M-30 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211
19.52
12907
251955.77
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Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)
25.35
9780
247936.94
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Providing & Fixing 20 mm thk compressible fiber board in expansion joint complete as per drawing and specification
25.35
291
7390.03
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Providing & Fixing 20 mm thk Premoulded filler joint in expansion joint for fixed ends of simply supported span not exceding 10m to cater for the horizontal movement up to 20mm covered with selant complete as per drawing and specification
25.35
338
8573.62
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Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
376.9
3488
1314649.81
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
136.89
3338
457034.64
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Construction of embankment with approved material deposited from road way cutting and excavation from drain and foundation of other structures and excavated with an average lead of 50 m graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5
755.82
241
182424.72
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Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement 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.
30.61
3183
97449.38
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Providing and laying RCC pipe NP-3 for culverts on first class bedding of PCC M10 material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling concrete and masonary works in head walls and parapets as per clause 1106
25.19
7136
179763.65
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Carrying out load test on any pile as per standard procedure laid down in the IS:2911 specification including construction of test cap, dismantling the cap after test and cleaning the site and maintaining complete records of load a) Initial Load Test on test pile for 2.5 times the design load specified in Drawings 1.2 m Dia Pile
1
150000
150000
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Carrying out load test on any pile as per standard procedure laid down in the IS:2911 specification including construction of test cap, dismantling the cap after test and cleaning the site and maintaining complete records of load b) Routine pile load test on pile for 1.5 times the design load specified in Drawings 1.2 m Dia Pile (2% of piles in total).
1
125000
125000
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Carrying out load test on any pile as per standard procedure laid down in the IS:2911 specification including construction of test cap, dismantling the cap after test and cleaning the site and maintaining complete records of load c) Horizontal pile load test on pile for 1.5 times the design load specified in Drawings 1.2 m Dia Pile (2% of piles in total) .
1
100000
100000
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Clearing and Grubbing Road Land (By manual means) including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I
0.52
73254
38092.28
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Construction of embankment with approved material deposited from road way cutting and excavation from drain and foundation of other structures and excavated with an average lead of 50 m graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5 60% of Excavated material
230.16
302
69729.27
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Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the 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 . Balance quantity
20518
241
4952224.48
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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. Construction of Subgrade and Earthen Shoulders
1882.21
251
473808.72
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Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement 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. For Grading I Material
504.18
3183
1605097.36
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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 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. WBM Grading 3 (By Mechanical Means)
175.06
4285
750247.64
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primer coat :- 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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.
2334.17
55
130223.34
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Tack coat :- Providing and applying tack coat with bitumen emulsion (RS ) using emulsion distributor @ 0.2 to 0.25 kg per sq m on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503.
2334.17
19
44769.38
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Mix Seal Surfacing:- Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm (Type-B) aggregates using penetration 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509
2334.17
250
584406.14
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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.Road Marking On
122.05
830
101330.79
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Providing and fixing of semi reflective cautionary , mandatory and informatory sign board as per IRC :67 made of 1.5 mm thick MS steel duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per clause 1701.3.9 of MORD for rural road of required shade and colour supported and welded on 47mmx47mmx12swg sheet tube firmly fixed to the ground by mean of properly designed foundation with M15 grade cement concrete 450x450x600 mm ,600mm below ground level as per approved drawing clause 1701.2.2. 900 mm equilateral & triangle , OR
2
1970
3940.12
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(I)Providing and Fixing 'Logo' of PMGSY Project Or Maintenance Board
2
7500
15000
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(III)Providing & Fixing of LOGO of "Citizen Information Board"
1
9500
9500
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LABOUR CESS @ 1 % (IN LACS) =
1
383566
383566.33
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Seigniorage Fee
1
376510
376510.92
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GST @ 18% (IN CONS COST& L.C1%& S.F10%) =
1
7041007
7041007.8
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Maintainance for 1st year
1
89059
89059
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Maintainance for 2nd year
1
131866
131866
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Maintainance for 3rd year
1
174672
174672
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Maintainance for 4th year
1
217477
217477
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Maintainance for 5th year
1
260283
260283
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LABOUR CESS @ 1 % (IN LACS) =
1
8733
8733.57
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Seigniorage Fee
1
27607
27607.57
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GST @ 18% (IN MAINS COST& L.C1%& S.F10%) =
1
163745
163745.82
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