Rural Development Department Tender
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Costs
EMD
₹ 15,89,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CERWI_135435_2Bid Award Id
ViewTender No
Online Tender/05-2024-25/PMGSY/BPRTender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, inaccordance with requirements of lines, grades and cross sections, and transporting to the embankement location with a lift of up to 1.5m and lead up to 1000m as per techincal specification clause 302.3 of MoRD and as per direction of Engineer-In-Charge.
24057.33
1374154
57.12
Excavation of roadway in oridinary rock with hydraulic excavator including cutting and loading in tippers, transporting to embankment site with all leads and lifts, trimming bottom and side slopes in accordance with requirement of lines grades and cross sections as per technical specifiction clause 302 of MoRD and as per direction of the Engineer-in-Charge.
24057.33
2042707
84.91
Excavation for roadway in hard rock (requiring blasting) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 and as per the direction of the Engineer in charge.
9021.5
1417007
157.07
Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 and as per the direction of the Engineer in charge.
3007.17
1154572
383.94
Construction of embankment with approved material obtained from borrow pits with all leads and lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 by mechanical means as per Technical Specification Clause 301.5 and as per the direction of the Engineer in charge.
17799.17
4346735
244.21
Construction of granular sub-base Gr.III using Sand & Moorum Admixture by providing well graded material, spreading in uniform layers with tractor with ordinary grader 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 of MoRD and as per direction of Engineer-In-Charge.
4558.26
4820861
1057.61
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, sand & moorum admixture to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 of MoRD by Mechanical means and as per direction of Engineer-In-Charge.
-
-
-
Grading No.-II
2110.3
6555140
3106.26
Grading No.-III
2110.3
6804345
3224.35
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 of MoRD for low porosity surface. and as per direction of Engineer-In-Charge. (By Mechanical Mean)
28137.38
1372822
48.79
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 of MoRD. and as per direction of Engineer-In-Charge. (By Mechanical Mean)
28137.38
476365
16.93
Providing, laying and rolling of close graded Mix Seal surface (MSS) 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 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 techhnical specification Clause 509 of MoRD by manual means and as per direction of Engineer-In-Charge.
28137.38
6659836
236.69
Fine dressing &Turfing including transportation of turfs by mechanical means with all leads & lifts and placing of turfs in position and ramming with thapies including watering and cost of labour & all materials etc. complete as per direction of Engineer - in - charge.
27000
777330
28.79
CC PAVEMENT
Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, inaccordance with requirements of lines, grades and cross sections, and transporting to the embankement location with a lift of up to 1.5m and lead up to 1000m as per techincal specification clause 302.3 of MoRD and as per direction of Engineer-In-Charge.
242.25
13837
57.12
Fillling sand in foundation trenches as per drawing and technical specification Clause 305.3.9 & as per direction of Engineer in charge
121.13
217040
1791.8
Prividing & laying Plain Cement Concrete M-15 Nominal Mix (1:2.5:5)in open foundation as per drawings & Technical Specification clauses 802,803,1202 & 1203 of MORD and as per direction of Engineer-In-Charge.
128.63
737658
5734.73
Construction of un-reinforced, plain cement pannelled (0.5m x 0.5m) concrete pavement of 100 mm thickness as per design over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M-30 (Grade) coarse and fine agreegate 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 form work 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 vibrator and finished in continuous operation including provision of contraction and expansion construction joints applying primer sealant near approaches to bridge / culvert and construction joints admixtures as approved, curing of concrete slab for 14-days finishing to line and grade as per drawing and technical specification clause 1501. Panels are to be made by cutting grooves of 3 to 5 mm thick and 25 to 30 mm deep in C.C.Slab. The grooves are to be filled with sealant etc as per direction of Engineer-in-Charge.
680.63
4785550
7031.06
CROSS DRAINAGE WORKS
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 of MoRD 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 and as pr the direction of the Engineer in charge
2004.47
684827
341.65
Fillling sand in foundation trenches as per drawing and technical specification Clause 305.3.9 & as per direction of Engineer in charge
677.29
1213568
1791.8
Prividing & laying Plain Cement concrete M-10 (Nominal mix) (1;3:6) in open foundation as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD and as per direction of Engineer-In-Charge.
94.62
561562
5934.92
Prividing & laying Plain Cement Concrete M-15 Nominal Mix (1:2.5:5)in open foundation as per drawings & Technical Specification clauses 802,803,1202 & 1203 of MORD and as per direction of Engineer-In-Charge.
188.81
1082774
5734.73
Prividing & laying Plain Cement Concrete M-15 Nominal Mix (1:2.5:5) in substructure as per drawings & Technical Specification clauses 802,804, 805,806, 807,1202 & 1204 of MORD and as per direction of Engineer-In-Charge.
1233.01
7470240
6058.54
Providing & laying Plain Cement Concrete M-20 Nominal Mix (1:2.4) in Open foundation as per drawings & Technical Specification clauses 802,803,1202 & 1203 of MORD and as per direction of Engineer-In-Charge.
110.28
714721
6480.97
Prividing & laying Reinforced Cement Concrete M-25 in Open Foundation as per drawings & Technical Specification clauses 802,803, 1202, 1203 of MORD and as per direction of Engineer-In-Charge.
171.9
1262002
7341.49
Prividing & laying Reinforced Cement Concrete M-25 in Sub-Structure as per drawings & Technical Specification clauses 802,804, 805, 806, 807,1202 & 1204 of MORD and as per direction of Engineer-In-Charge.
105.52
820488
7775.67
Prividing & laying Reinforced Cement Concrete M-25 in Superstructure as per drawings & Technical Specification clauses 800,1205.4,1205.5 of MORD and as per direction of Engineer-In-Charge.
191.7
1617112
8435.64
Construction of R.C.C. railing M25 grade in Cast-in-situ with 20mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre- to centre spacing between vertical posts not to exceed 2000mm as per drawing and technical specifications clauses 800, 900 and 1208.3.
92
327758
3562.59
Prividing & laying Reinforced Cement Concrete wearing course M-30 grade including reinforcement completeas per drawings & Technical Specification clauses 800,1206.3of MORD and as per direction of Engineer-In-Charge.(Wearing coat)
25.88
363435
14043.12
Supplying, fitting and placing HYSD bar reinforcement in Open Foundation complete as per drawings and technical specification Clauses 1000 & 1202 and as per the direction of the Engineer in charge
171.9
1511774
8794.5
Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 and as per the direction of the Engineer in charge
137.09
1208065
8812.21
Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawings and technical specification Clauses 1002, 1010 & 1202 and as per the direction of the Engineer in charge
188.1
1683562
8950.36
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 and as per the direction of the Engineer in charge
228
40501
177.64
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 and as per the direction of the Engineer in charge
162.25
457929
2822.37
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing not less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 and as per the direction of the Engineer in charge
235.38
542077
2302.99
Providing and laying reinforced cement concrete pipe NP3 for culverts on cement concrete bedding 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. and as per the direction of the Engineer in charge
-
-
-
1000 mm dia S/R HPC
90
743744
8263.83
1000 mm dia D/R HPC
90
1492331
16581.46
PROTECTION WORK
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 of MORD 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 as per direction of Engineer-In-Charge.
327.6
111924
341.65
Fillling sand in foundation trenches as per drawing and technical specification Clause 305.3.9 & as per direction of Engineer in charge.
61.43
110070
1791.8
Providing & laying Plain Cement Concrete M-15 Nominal Mix (1:2.5:5) in open foundation as per drawings & Technical Specification clauses 802,803, 1202 & 1203 of MORD and as per direction of Engineer-In-Charge.
61.43
352284
5734.73
Prividing & laying Plain Cement Concrete M-15 Nominal Mix (1:2.5:5) in substructure as per drawings & Technical Specification clauses 802,804, 805,806, 807,1202 & 1204 of MORD and as per direction of Engineer-In-Charge.
351
2126547
6058.54
Dry masonry or rough stone dry masonry for guard walls and retaining walls using departmental stone boulder with all cost, conveyance, royality, T&P, Labour, cess etc. complete and as per direction of Engineer-in-charge.
-
-
-
Stone collected by agency 50%
480
718190
1496.23
Using Dept. Stone 50%
480
566400
1180
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 and as per the direction of the Engineer in charge
395
70167
177.64
ROAD APPURTENANCES
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 and as per the direction of the Engineer in charge
2
26219
13109.74
Providing and fixing of typical Citizen Informatory sign board with Logo as per MoRD specification and drawing. Two nos MS Plate of 1.6 mm thick, top and bottom plate duly welded with MS flat iron 25mm x 5m size on back on edges. The flat iron frame of both plates with be welded to 2 Nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. 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 1700.00 of MoRD and as per direction of Engineer-In-Charge.
2
36698
18349.3
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet 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 Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing as per Clause 1701.2.2 of MoRD and as per direction of Engineer-In-charge
54
113759
2106.65
Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 of MoRD. and as per the direction of the Engineer in charge
9
23039
2559.95
Supplying and installing of measurement stones including painting, lettering in accordance with the specifications and as approved by the engineer and as per direction of Engineer-In-Charge and as per clause 1703 of MoRD.
-
-
-
i) 5th kilometer stone
2
8177
4088.63
ii) Ordinary kilometer stone
8
19800
2475.02
iii) 200 mtr Stone
36
25306
702.96
Providing and fixing of Maintenance Board with Logo as per MoRD specification and drawing. Two nos MS Plate of 1.6 mm thick, top and bottom plate duly welded with MS flat iron 25mm x 5m size on back on edges. The flat iron frame of both plates with be welded to 2 Nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. 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 1700.00 of MoRD and as per direction of Engineer-In-Charge.
1
10000
10000
Construction of guide posts of 250mm dia M 15 grade cast in situ with 20mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2 as per direction of Engineer in charge.
315
342376
1086.91
Maintenance Routine Maintenance after completion of construction works 1st Year
9
894999
99444.44
2nd Year
9
1073999
119333.33
3rd Year
9
1252999
139222.22
4th Year
9
1431999
159111.11
5th Year
9
1611000
179000
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