Rural Works Department Tender
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Costs
EMD
₹ 65,321Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_ECBIH_70290_1Bid Award Id
ViewTender No
BR-02R-787Tender Authority
Rural Works Department ViewPurchaser Address
-Website
http://https://rwdbihar.gov.in/
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Documents
BOQ Items
Dismantling Brick/Tile Work-Dismantling of existing structures, like culverts, bridge,retaining wall and other structures comprising of brick masonary including unserviceable material and stacking the serviceable material with all lift and lead of 1000m as per technical specification clause 202.
a) Dismantling of dry brick pitching or Brick Soling
24.75
4989
201.59
Dismantling of Structures-Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
a) Reinforced Cement Concrete
4.5
4466
992.54
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 & 100 m as per Technical Specification Clause 301.5 . (Including Royality & Labour Cess).
For 1000 m lead
574.79
77636
135.07
For 100 m lead
503.9
53972
107.11
Construction of Subgrade and Earthen Shoulders with 5% Local sand mixed with Rotavator to achive minimum Socked CBR value of 5 %.-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 & 100 m as per Technical Specification Clause 303.1. (Including Royality & Labour Cess).
239.29
42052
175.74
Granular Sub-Base with Coarse Graded Material (Table:- 400- 2)-Grading-I Material--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.
143.28
450020
3140.85
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.
144.88
599485
4137.81
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 502.
765
28404
37.13
Tack Coat -Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503.
765
10120
13.23
MSS-20 mm thick close graded premix surfacing material using bituminous (S-90 )( By Mechanical Means)-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
765
180999
236.6
Panel Concrete Pavement-Construction 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
116.66
915053
7843.76
ii) Km stone
2
4333
2166.98
iii) 200 m stone
2
1180
590.27
Traffic sign-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. 600 mm equilateral & triangle,
2
6070
3035
600 mm circular,
4
17388
4347
600 mm x 450 mm rectangular,
2
8246
4123
(I)Providing and Fixing 'Logo' of PMGSY Project -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 Providing and Fixing 'Logo' of PMGSY Project
2
18000
9000.02
Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104
125.39
28733
229.15
Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108.
10.49
4539
432.75
Brick Flat Soling in foundation:-- Brick Flat Soling in foundation Trenches as per drawing and technical specification Clause 1108
78.66
21983
279.47
PCC M15 (1:2.5:5 nominal mix):-- Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
14.54
76339
5250.3
Brick Masonary work in cm 1:4 in head wall complete as per drawing and technical specification clause 1109 in cement mortar 1:4
29.19
165716
5677.17
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
7.5
9588
1278.43
Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications
86.92
13189
151.74
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
33.12
1396
42.17
Brick Masonary in C.M.(1:4) in Foundation :-- 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
47.66
256997
5392.3
Plain/reinforced cement concrete(M-20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
3.89
23670
6085.02
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.
13.65
180
13.23
Providing 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
3.24
22874
7060.06
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
0.5
28684
57369.77
Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight
15
481
32.08
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
3.6
21683
6023.2
Providing weep holes in abutement :-- 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
20
2328
116.44
Maintainance for 1st year
1
10820
10820
Maintainance for 2nd year
1
13116
13116
Maintainance for 3rd year
1
23922
23922
Maintainance for 4th year
1
28545
28545
Maintainance for 5th year
1
35643
35643
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