Rural Works Department Tender
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Technical
Technical
Additional Eligibility
Bid Capacity
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The formula for Assessed Available Bid capacity is A*N*M – B.
Technical Capacity
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The required prior work experience for the bidder includes: * Total annual volume of civil engineering construction work executed and payments received in the last five years.
* Work performed as prime Contractor on construction works of a similar nature and volume over the last five years. The bidder must have satisfactorily completed, as prime contractor or sub-contractor, at least one similar work of value not less than 30% of the amount put to bid (excluding maintenance cost for five years). No specific amount is mentioned for the value of works completed as a prime contractor or sub-contractor.
Costs
EMD
₹ 4,31,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_RWD_140025_1Tender No
MMGSY-NDB-BRRP-270 (Part)-RoseraTender Authority
Rural Works Department ViewPurchaser Address
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GEM & Bid Advisory Services
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BOQ Items
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Construction of Reference Pillars/Burjees
2.1
1716
3603.71
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Clearing and Grubbing Road Land
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.(By Manual Means) In area of non-thorny jungle
1.47
73248
107675.66
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Construction of Embankment with Material Obtained from Roadway Cutting
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet equirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5.
2404.49
103
247806.74
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Construction of Subgrade
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.(1000 M Lead)
1639.5
244
400070.79
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Granular Sub-base with Well Graded Material (Table 400.1)
Construction of granular sub-base by providing well graded material (Crushed Stone Aggregates and Local Sand), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401 For Grading II Material
1713.92
3326
5701903.33
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WBM Grading 3 :-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
609.17
5147
3135556.37
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Prime Coat (Low Porosity) 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 0.70-1.0kg/sqm using mechanical means as per Technical Specification Clause 502
8122.31
55
449488.64
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Tack Coat :Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25-0.30kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
8122.31
19
154486.34
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm size @ 0.18 cum per 10 sqm & 11.2 mm size @ 0.09 cum per 10 sqm aggregates using penetration grade/modified bitumen @ 14.6 kg/10sqm 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 as per Technical Specification Clause 508.
Case-I By Manual Means Bitumen (S-90)
8122.31
305
2479660.02
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Kilometre Stone-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
-
-
-
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Ordinary Kilometer Stone (Precast)
3
2844
8534.94
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200 m stone (precast)
8
773
6188.56
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Boundary Pillar-Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
41
646
26515.52
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Painting Two Coats on New Concrete Surfaces-Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 (For culverts)
156.24
128
20008.09
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Printing New Letters and Figures of any Shade-Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 (English and Roman (for culverts)
616
-
449.68
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PMGSY Sign Board-Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
-
-
-
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Citizen Board informatory
2
12405
24810.74
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Maintenance Board
1
12405
12405.37
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Retro-reflectorised Traffic Signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign 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 801
-
-
-
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600 mm equilateral triangle
6
4073
24441.54
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600 mm x 450 mm rectangular
3
4559
13677.99
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900 mm side octagon
2
8521
17042.86
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface
419
878
367882
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Cable Duct Across the Road: Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.
37.5
891
33421.88
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Planting of Trees and their Maintenance for one Year
Planting of trees by the road side (avenue trees) in 0.60 m dia holes, 1m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year
105
800
84000
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HPC Culvert
-
-
-
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Earth work in excavation of foundation of structures as per drawing and technical specification Clause 1104, including setting out,construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
167.7
386
64821.08
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and Technical specifications Clause 802, 803, 1202, & 1203.
13.25
6596
87397.66
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Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203
83.05
5911
490930.14
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Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204
50.8
6373
323797.17
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Providing & Laying ISI mark* Cement Concrete hume Pipe (burried conduits) on first class 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 ( * See general notes)
37.5
7223
270886.5
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Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (I) Sand Filling
24.35
537
13088.13
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Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
(I) Sand Filling
38.2
537
20532.5
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Brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4
14.4
6117
88089.12
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Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
100.8
196
19796.11
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Box Culvert 2m x 1m Single Cell
-
-
-
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Earthwork in excavation for foundation of structures as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
94.11
386
36376.34
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Plain/reinforced concrete in open foundations complete as per drawing and Technical specifications Clause 802, 803, 1202, & 1203. (PCC Grade M-10)
10.46
6964
72852.44
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II) PCC Grade M15
30.9
6596
203817.95
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IV)RCC Grade M20
26.65
7453
198641.64
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Plain/reinforced concrete in sub structure complete as per drawing and Technical specifications Clause 802, 804, 805, 806, 807, 1202, & 1204.
15.45
6596
101908.97
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RCC Grade M20, Height upto 5.0m
10
7828
78289.4
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Providing and laying reinforced cement concrete in super structure as per drawing and Technical specifications Clauses 800, 1205.4 and 1205.5.
11.02
8817
97166.1
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Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications clauses 1002, 1010 and 1202.
4.24
74372
315340.54
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Providing weep holes in brick masonary/Plain/Reinforced concrete abutment, wing wall/return wall with 100mm dia AC pipe,extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical spec
16
130
2082.88
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Backfilling behind abutment, wing wall and return wall complete as per drawing and Technical specification
7.36
895
6588.97
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GST @ 18%
1
2847554
2847554.64
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Labour Cess @ 1%
1
158197
158197.48
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Seigniorage Fee @ 10%
1
303706
303706.05
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COST OF 5 YEARS MAINTENANCE
1
2020737
2020737
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GST @ 18%
1
363732
363732.66
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Labour Cess @ 1%
1
20207
20207.37
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Seigniorage Fee @ 10%
1
12124
12124.82
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