Rural Works Department Tender
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Costs
EMD
₹ 8,82,756Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_RWD_78653_1Bid Award Id
ViewTender No
11/2023-24/RWD/W/EE/GUMLATender Authority
Rural Works Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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Documents
BOQ Items
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
12
748
62.4
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.
17206.56
2259221
131.3
Construction of Embankment with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2.Rate per cum after adding royalty @ 27.48/Cum S.O.R. Item No. 3.17
1086.24
66782
61.48
Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.(By Mix in Place Method) With Grading-I Material S.O.R. Item No. 4.01 B (i)
2161.86
6293174
2911
Wet mix macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.S.O.R. Item No. 4.14 B
1409.4
4577040
3247.51
Prime coat over WMM Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.S.O.R. Item No. 5.01 A (i)
9396.03
772917
82.26
Tack Coat on Granular surfaces treated with primer Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.S.O.R. Item No. 5.02 (ii)
9396.03
153155
16.3
Bituminous Macadam Grading-II withVG-30 Grade Packed Bitumen Providing and laying bituminous macadam with higher capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.Bituminous Macadam for GradingII: (19 mm nominal size)S.O.R. Item No. 5.03 (ii)
469.8
4337813
9233.32
TackCoat on Bituminous surfaces Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. as per Technical Specification Clause 503 S.O.R. Item No. 5.02 (i)
9396.03
123651
13.16
Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5t o 5 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paverfinisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects.Semi-Dense Bituminous Concrete, Grading II: (10 mm size)S.O.R. Item No. 5.7 (ii) 5.7(MORT&H 4th)
234.9
2760965
11753.79
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. S.O.R. Item No. 6.01
4.2
16303
3881.68
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity 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 continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints,curing of concrete slabs for 14-days as per drawing and Technical Specification Clause1501S.O.R. Item No. 6.4
816.44
5469690
6699.44
Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. Ordinary Km post
S.O.R. Item No. 8.14 (ii)
5
8704
1740.9
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.801.80 mm x 60 mm rectangular S.O.R. Item No. 8.04 A (X)
1
7526
7526
Direction and Place Identification Signs with size more than 0.9 sqm size Board.(Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2mm thickness and 4.5m meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)S.O.R. Item No. 8.06
0.81
11658
14393.1
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.
S.O.R. Item No. 8.13
496.16
289906
584.3
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required a nd utilising the remaining earth locally for road work. Ordinary Soil Mechanical Means.S.O.R. Item No. 3.13 (i) B
1448.31
80815
55.8
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 2506 S.O.R. Item No. 16.09
78.4
193692
2470.57
Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. P.C.C. Grade M-15)S.O.R. Item No. 12.08 A Case-II
310.59
1580875
5089.91
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications. Random Rubble Stone Masonary in C.M. (1:3) in foundationS.O.R. Item No. 12.07 (B)
382.45
1776430
4644.87
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications. Random Rubble Masonry Work in Cement Mortar 1:3 in S/S S.O.R. Item No. 13.04 A
253
1162082
4593.21
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications (P.C.C. Grade M-15)S.O.R. Item No. 13.05 A (p)
70.61
358819
5081.71
Providing weep holes with day grades stone filter of 53 mm to 22.4 mm size in abutment and wing wall all complete job as per specification and direction of E/I.
471
52045
110.5
Pointing with cement mortar (1:3) on brick work in substrucutre as per technical specifications S.O.R. Item No. 13.02
395
23628
59.82
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Square Rubble Coursed Rubble Masonry (first sort) in C.M. (1:3) in foundation
391.16
1863122
4763.07
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications Coursed rubble masonry in C.M. (1:3) in (first sort ) sub-structure
189.57
930373
4907.81
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-20)
15.32
84617
5523.32
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification
(R.C.C. Grade M-25 in Deck Slab)
54.74
327675
5986.04
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
9.51
116700
12271.35
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
6.8
600253
88272.63
Plastering with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
397.9
44083
110.79
Back filling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
33.26
37414
1124.92
Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe 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 S.O.R. Item No. 9.04 A
30
237004
7900.14
Goods & Service Tax (G.S.T.) -
37034530.76
6666215
0.18
Labour Cess -
43700746.3
437007
0.01
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