Rural Works Department Tender
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Costs
EMD
₹ 1,04,929Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_RWD_138668_1Tender No
MMGSY-NDB-BRRP-701-TIKARITender Authority
Rural Works Department ViewPurchaser Address
-
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BOQ Items
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Clearing and Grubbing Road Land including uprooting wild vegetation , grass,bushes,shurbs,saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and unseviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per technical specification(clause201.1)
0.12
76947
9233.64
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Box Cutting, Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3, Be side of BES for Provision of Flexible Road, & / or Be side of BES for Provision of Rigid Road
17.5
190
3329.03
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Construction of Embankment with Material Obtained from Borrow PitsConstruction 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 & 100 m as per Technical Specification Clause 301.5 . (Including Royality & Labour Cess).1000 m lead for 20% of open area Qty. & 100 % of CC Area.
210.38
258
54429.51
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Construction of Embankment with Material Obtained from Borrow PitsConstruction 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 & 100 m as per Technical Specification Clause 301.5 . (Including Royality & Labour Cess).50 to 100 m lead for 80% of open area.
311.29
185
57890.6
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Construction of Subgrade and Earthen ShouldersConstruction of subgrade and earthen shoulders with approved material with 5% by volume of Local Sand added to the soil 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.A) IN Flexible Road 1000 m lead for 20% of open area
273
313
85481.76
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Construction of Subgrade and Earthen ShouldersConstruction of subgrade and earthen shoulders with approved material with 5% by volume of Local Sand added to the soil 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.A) IN Flexible Road 50 to 100 m lead for 80% of open area
1092
226
246966.72
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Construction of Subgrade and Earthen ShouldersConstruction of subgrade and earthen shoulders with approved material with 5% by volume of Local Sand added to the soil 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.A) IN Rigid Road 100 m lead for 100% of open area
57.88
313
18123.39
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Granular Sub-Base with Coarse Graded Material (Table:- 400- 1)Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401.
409.05
1818
743886.06
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WBM Grading 3 (By Manual Means ) 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.
142.03
3116
442593.89
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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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502Case – I: Nominal chipping size 13.2 mm
1893.75
54
102887.44
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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 to 0.3 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
1893.75
18
35280.56
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MIX SEAL SURFACE (TYPE-B) BITUMINOUS WITH WASTE PLASTIC MSS 20 mm thick close graded premix carpet using bituminous (S-90 ) (Case - II By Mechanical Means)Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen mixed with upto 8% of waste plastic (as per the code or as per th direction of EI) 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
1893.75
208
394297.69
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Granular Sub-Base with Coarse Graded Material (Table:- 400- 1)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.
14.14
1818
25714.58
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WBM Grading 3 (By Manual Means ) 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.
2.65
3116
8257.93
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Dry Lean Cement Concrete . Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. Mediun size Projects
0.56
3505
1963.23
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Panel Concrete PavementConstruction of Panel concrete ,plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Caluse 1501.2.2 M 30(Grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capasity and appropriate weigh batcher using approved mix design ,laid in approved fixed side formwork (steel channel,laying and fixing of 125 micron thick polythene film,wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continous operation including provision of contraction and expansion ,construction joints, applying debonding strips ,primer ,sealant ,dowel bars, near approaches to bridge/ culvert and construction joints, admixture as approved ,curing of concrete slabs for 14 days. Curing compound (where specified) and water finishing to lines and grade as per drawing and Technical specification Clause 1501. PCC Grade M-30 EachPanel (0.50X0.50) thickness 100 mm.
37.88
7370
279176.74
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Hard Shouldering Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412 New Brick Area
50
513
25697
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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.
22.5
1015
22849.43
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Boundary PillarReinforced 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
16
723
11568
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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 ii) Km stone
2
2571
5142.12
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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 iii) 200 m stone
2
751
1503.86
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Traffic sign A. Retro Reflectorised Traffic signsProviding 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 801 600 mm equilateral & triangle,
2
4279
8559.62
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Traffic sign A. Retro Reflectorised Traffic signsProviding 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 801 600 mm circular ,
3
5686
17058.81
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Traffic sign A. Retro Reflectorised Traffic signsProviding 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 801 600 mm x 450 mm rectangular,
2
5542
11084.6
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous SurfaceProviding 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.
100
712
71226
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Concrete Surface At Edge
20
744
14895.8
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Planting of Trees and their Maintenance for one YearPlanting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m 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
50
1305
65255
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(I)Providing and Fixing 'Logo' of Project Providing and fixing of typical PMGSY/ MMGSY 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 1700.1Providing and Fixing 'Logo' of Project
1
11236
11236.98
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(I)Providing and Fixing 'Logo' of Project Providing and fixing of typical PMGSY/ MMGSY 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 1700.1Maintenance Board
1
11236
11236.98
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(I)Providing and Fixing 'Logo' of Project Providing and fixing of typical PMGSY/ MMGSY 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 1700.1Citizan Information Board As per Drawing
2
11236
22473.96
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Cost of 1 H.P. CULVERT Size ( 600 mm ) 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.
15.66
405
6354.83
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Cost of 1 H.P. CULVERT Size ( 600 mm ) Providing M15 (PCC 1:2.5:5) as levelling course in foundation :-- Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
2.05
5508
11293.06
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Cost of 1 H.P. CULVERT Size ( 600 mm ) Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (M 20)
15.17
5887
89285.91
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Cost of 1 H.P. CULVERT Size ( 600 mm ) Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
7.5
3228
24211.43
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Cost of 1 H.P. CULVERT Size ( 600 mm ) 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
39.2
137
5390
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Cost of 1 H.P. CULVERT Size ( 600 mm ) Providing 1.5 mm cement punning including curing carriage of water with all leads and lifts as per building specification and direction of E/I
8.16
64
530.32
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Cost of 1 SLAB CULVERT Size ( 3 m x 2 m) . 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.
100.48
405
40774.78
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Cost of 1 SLAB CULVERT Size ( 3 m x 2 m) . Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108.
2.02
529
1069.55
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Cost of 1 SLAB CULVERT Size ( 3 m x 2 m) . Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
14.24
5508
78445.45
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Cost of 1 SLAB CULVERT Size ( 3 m x 2 m) . Brick masonry work in cement mortar (CM 1:4) in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 602, 603, 604, 1202 & 1203
56.32
6021
339157.91
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Cost of 1 SLAB CULVERT Size ( 3 m x 2 m) . Brick masonry work in cement mortar (CM 1:4) in substructure and Kerb complete excluding pointing and plastering as per drawing and technical specifications Clauses 602, 603, 604, 1202 & 1203
39.39
6347
250037.48
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Cost of 1 SLAB CULVERT Size ( 3 m x 2 m) . Plain/Reinforced cement concrete(M-20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
4.43
6368
28213.39
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Cost of 1 SLAB CULVERT Size ( 3 m x 2 m) . Providing Bitumen painting over top surface of Abutment cap & inner vertical surface of Dirt Wall including Heating the bitumen & cost of painting brush etc. all complete.
15
15
233.85
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Cost of 1 SLAB CULVERT Size ( 3 m x 2 m) . RCC M25 in Deck Slab :-- Providing and laying reinforced cement concrete in superstructure (Deck slab M25) as per drawing and technical specifications Clauses 800, 1205.4, 1205.5
8.01
7501
60085.41
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Cost of 1 SLAB CULVERT Size ( 3 m x 2 m) . Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
1.04
73417
76354.3
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Cost of 1 SLAB CULVERT Size ( 3 m x 2 m) . Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight
15
55
832.8
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Cost of 1 SLAB CULVERT Size ( 3 m x 2 m) . Brick masonry work in cement mortar 1:3 in parrapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4
2.11
6868
14492.75
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Cost of 1 SLAB CULVERT Size ( 3 m x 2 m) . Plastering with cement mortar (1:4 ), 15 mm Thick on brick work in sub-structure as per Technical Specifications Clause 613.4 & 1204.
73.38
198
14558.59
... More
Cost of 1 SLAB CULVERT Size ( 3 m x 2 m) . 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
73.38
137
10089.75
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Cost of 1 SLAB CULVERT Size ( 3 m x 2 m) . Providing 1.5 mm cement punning including curing carriage of water with all leads and lifts as per building specification and direction of E/I
15.04
64
977.45
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Cost of 1 SLAB CULVERT Size ( 3 m x 2 m) . Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing
40
105
4229.6
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LABOUR CESS @ 1 % ON (PART A) CONSTRUCTION
1
38739
38739.85
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SEIGNIORAGE (As calculated) ON (PART A) CONSTRUCTION
1
66400
66400
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GST @ 18 % ON (PART A) CONSTRUCTION
1
716242
716242.5
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1st Year Maintenance cost
1
32250
32250
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2nd Year Maintenance cost
1
83109
83109
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3rd Year Maintenance cost
1
153937
153937
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4th Year Maintenance cost
1
86111
86111
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5th Year Maintenance cost
1
101783
101783
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LABOUR CESS @ 1 % ON (PART B) MAINTENANCE
1
4571
4571.9
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SEIGNIORAGE (As calculated) ON (PART B) MAINTENANCE
1
5143
5143.8
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GST @ 18 % ON (PART B) MAINTENANCE
1
84043
84043.08
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