Pradhan Mantri Gram Sadak Yojana Tender
... More
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Refer Documents
Description
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Contact
Tender Id
2022_CERWI_84306_4Bid Award Id
ViewTender No
CCERWCSBD-Online 36/2022-23Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means, spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoRTH specifications for Road & Bridge works (4th revision) but excluding the charges of GST etc complete as per specification & direction of Engineer-in-Charge..
34587.11
-
129.13
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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 requirement as per MORD technical Specification Clause 301 and direction of the Engineer in Charge (excluding cost of excavation and transportation to site).
461.22
-
28.76
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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, crushable screening(morum and sand admixture) to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 of MoRD & as per direction of Engineer-in-Charge.
-
-
-
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WBM- Gr-II
359.44
-
1987.66
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WBM- Gr-III
1431.56
-
2101.36
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Providing and applying Primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and sparying primer at the rate of 0.7-1.0 kg/sqm as per MORD Technical Specification Clause 502 and as per the direction of Engineer-in-charge
17212.5
-
38.35
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Providing and applying Tack coat with bitumen (RS-1) using emulsion sprayer at the rate of 0.25 - 0.30 kg/sqm on prepared bituminous surface properly cleaned with hydraulic broom as per Technical Specification Clause 503 and. as per the direction of the Engineer in charge.
17212.5
-
13.15
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Providing & laying Semi Dense Bituminous Concret with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to site, laying with a hydrostatic paver finisher with sensore control to the required grade, level & alingment, roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 508 of MoSRT&H Specifications for road and bridge works (4th Revision) and as per the direction of the Engineer in charge.
430.31
-
9874.96
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Fine dressing and turfing including transportation by mechanical means with all lead and lift and placing of turf in position and ramming with thapies and including watering and cost of all labour, materials etc. complete as per Clause 309 of MORD Specification and as per direction of the Engineer in Charge.
19260
-
17.73
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Construction of Un-reinforced,dowel jointed cement concrete pavement by semi-mechanized method over a prepared sub-base with 43 grade cement @ 350 kg /cum coarse and fine aggregate confirming to IS:383,maximum size of coarse etc complete
337.5
-
5737.69
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Earthwork in excavation for foundation of structures in all types of soil as per drawing and technical specification Clause 305 and 1104 of MoRD includding setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead & lift, dressing of sides and bottom and back filling with excavated suitable material upto 3mt. as per direction of Engineer-in-Charge.
2026.42
-
199.58
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Filling in foundation with sand trenches as per drawing and technical specification clause 3005.3.9 of MORD and as per the direction of the Engineer in charge.
258.93
-
332.62
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Providing concrete for plain / reinforced concrete in open foundation complete as per drawing and MORD technical specification Clause 800,1100,1200 and as per direction of Engineer-in-Charge.
-
-
-
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PCC M-15 in Foundation
447.65
-
3924.82
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PCC M-15 in Sub-Structure
1467.7
-
4027.96
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Providing concrete for plain / reinforced concrete M-20 complete as per drawing and MORD technical specification Clause 800,1100,1200 and as per direction of Engineer-in-Charge.
8.03
-
5301.03
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Providing and laying reinforced cement concrete NP3 pipe for culverts jointing with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1100 of MoRD & as per direction of Engineer-in-Charge.
-
-
-
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600 mm dia
15
-
2521.21
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1000 mm dia
15
-
5709.31
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R.C.C. M-25 grade in Foundation Raft of CD work as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision).& as per direction of Engineer-in-Charge
86.86
-
5024.2
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R.C.C. M-25 grade in Sub-structure of CD work as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (Latest Revision).& as per direction of Engineer-in-Charge
60.63
-
6143.71
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R.C.C. M-25 grade in Deck slab of C.D. Work as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2300 of MoRT&H Specifications for Road & Bridge works (Latest Revision).& as per direction of Engineer-in-Charge
163.62
-
6645.32
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R.C.C. M-25 grade in Road Kerb / Dirt Wall / Wing wall of Culvert as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (Latest Revision).& as per direction of Engineer-in-Charge
22.89
-
8021.54
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Supplying, fitting and placing HYSD bar reinforcement (Fe 415) complete as per drawings and MORD technical specification Clauses 1000,1200 as per direction of the Engineer in charge
405.71
-
8921.83
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Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm 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 2000 mm as per drawing and technical specifications direction of Engineer in charge.
37.3
-
2169.24
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Proving R.C.C M-30 Casting in Wearing Coat including cost canveyance rayality & taxes of all materials cost of all labour T&P etc, complete & as per direction of Engineer-in-Charge
19.99
-
11948.78
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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 MORD technical specification Clauses 614, 709, 1204 and as per direction of the Engineer in charge
410.43
-
104.65
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Providing Rough stone dry packing/pitching in slope protection wall approns and revetments to designed thickness using hard granite stones of required size of approved quality from approved quarry including quarrying supplying cinveying and cost conveyance royality of all materials including T&P complete including filling the interstices with small stones by wedging and hammering finished to proper slope and level but excluding the charges of GST as per direction of the Engineer-in-charge including dewatering if required.
182.86
-
1508.32
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Finishing walls with water proofing Cement paint of approved shade on new work 2 coats to give an even shade excluding cost of paint.
114.17
-
48.28
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Painting two coats with enamel paints over a coat of primer in road kerb & post of approved shade for finished item of work as per the direction of the Engineer-in-charge.
15.86
-
205.06
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Providing supplying fitting fixing of Salitex Board on the expansion joints for the bridge works complete for finished item of work as per clause 2600 of MOST (4th Revision)/ IRC sp. 20 - 2002 and direction of the Engineer-in-charge.
93.22
-
1120.33
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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 MORD technical specification Clause 1204.3.8 and as per direction of the Engineer in charge
348.4
-
1728.71
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Supplying, fitting, fixing of roads sign board as per approve drawing including cost, conveyance, royality, taxes of all materials, labour, T & P etc. providing and fixing of retroreflectorised cautionary, mandatory and informatory sign as per IRC: 67-2010 made of A.C.P. (Aluminium composite panel) used for sign boards with a thermoplastic core of low density polyethylene (LDPE) between two thick sheets of aluminium with over all thickness of 4mm and aluminum thickness of 0.5mm on both sides as per requirement in table 6.1 of IRC-67/2010 and as per technical specifically of clause 801.3 supported on a mild steel angle iron post 75mm x 75mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 40cm x 40cm x 60cm. 60cm below ground level as per approved drawing including excavation, curring etc. complete under the supervision of Engineer-in-charge.
-
-
-
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(a) 1800mmx1200mm size board.
4.32
-
10633
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(b) 90 cm equilateral triangle
6
-
5674.97
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(c) 80 cm x 60 cm rectangular
2
-
6152
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(d) 60 cm equilateral triangle
6
-
3517
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(e) 60 cm circular
3
-
4550
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Supplying and installing of reinforced cement concrete M 15 grade Kilometer stone/ local stone of standard design as per IRC : 8 fixing in position including painting, and printing etc. as per clause 1703 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
-
-
-
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5th Kilometer stone (Precast)
2
-
3097.56
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Ordinary kilometer stone(Precast)
8
-
1830.21
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200 mm Stone(Precast)
36
-
570.03
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Reinforced cement concrete M-15 grade Guard stone / local stone of standard design as per IRC-25 fixed position including finishing as per clause 1704 of MORD.
206
-
560.14
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Construction of Bridge over LOCAL nallah at - 0.100 km on KHARIGUDA - SINGARUDA via Dambulu road in the district of Rayagada.
-
-
-
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Earthwork in cutting of over burden earth for road way/ bridge works in all kinds of soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, setting out, dressing of section to correct line, level, grade and camber transporting to embankment site within all lifts and lead upto 1000mtr., utilising the surplus earth locally for road work where ever required, back filling the excavated earth to the extent required complete in all respect as per approved drawing and technical specifications as per Section 900 and Clause 301 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
1020.08
-
44.51
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Earthwork in excavation for Road /CD works, toe wall/ retaining wall, R.C.C culverts/ box culverts and other structures in all kinds of soil including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, dewatering from foundation if required complete in all respect as per approved drawing and technical specifications as per Section 900 and Clause 304 & 301 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
1619.72
-
275.7
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Cutting in hard rock or granite rock including cutting and loading in tippers, setting out, dressing of section to correct line, level, grade complete in all respect as per approved drawing and technical specifications as per Section 900 and Clause 301 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
192.01
-
1243.95
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Providing and laying P.C.C M-15 grade in open foundation,/Sub Structure, i.e. Toe wall/ Retaining Wall/ RCC slab/ HP/ RCC Box cell culvert and other structures as per approved drawing and technical specifications complete in all respect as per Section 900, 1000, 1500, 1700, 2100 & 2900 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
-
-
-
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Foundation
222.08
-
4157.65
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Sub Structure
594.33
-
4260.8
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RCC of grade M-30 in substructure, super-structure i.e. girders,deck slab, kerb, dirt wall, wearing coat, approach slab, return wall, abutment & pier shaft caps etc. including cost, conveyance, royality of all materials including watering, curing, centering, shuttering etc complete as per approved drawing and technical specifications as per Section-900, 1000, 1600, 1700, 2205, 2302, 2303, 2305.2, 2305.3.1,2308, 2309, 2702, 2703 & 2704 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.
-
-
-
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Abutment & Pier foundation
334.27
-
5356.1
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Abutment & Pier Shaft / Return wall
266.22
-
6832.5
... More
Pier & Abutment Cap
10.93
-
8000.7
... More
DIRT Wall
4
-
9122.15
... More
Wing Wall
4.75
-
12673.45
... More
Approach Slab
19.27
-
6131.6
... More
Wearing Course
28.98
-
5664.3
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Providing RCC of grade M-25 grade in Hand Railing. as per approved drawing and technical specifications as per Section 900, 1000, 1200, 1500, 1700,2200 & 2700 of Ministry of Road Transport & Highways (5th Revision) & and as per direction of the Engineer-in-charge.
-
-
-
... More
DECK SLAB
281.88
-
8448.45
... More
Railing & Post
101.12
-
2529.88
... More
Providing, Cutting, Bending, Binding, Straightening & Placing of HYSD bars confirming to grade I.S.1786-2008 (Fe-500D) in bridge work and other structural work etc as per drawing and technical specification and as per Section.900, 1000, 1100 1200, 1600,2100, 2200, 2300 & 2700 of specifications for Road and Bridge works of MORT & H (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
999.98
-
8921.83
... More
Providing, fitting and fixing strip seal expansion joints as per approved drawing and technical specifications as per Section 2600 of MORT & H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-charge.
40.75
-
9225.97
... More
Providing supplying fitting fixing of Salitex Board on the expansion joints for the bridge works complete for finished item of work as per clause 2600 of MOST (4th Revision)/ IRC sp. 20 - 2002 and direction of the Engineer-in-charge.
32.19
-
1288.38
... More
Providing, laying tar papers of approved quality confirming to ISI specification above pier & abutment caps to receive concreting for slab casting including all cost , carriage & taxes etc complete as per specification & direction of Engineer-in-Charge
48.14
-
17.17
... More
Providing weep hole in plan / Reinforced concrete abutment, wing wall / retaining wall with 100mm dia A.C. Pipe, extending through the full width of the structure with slope of 1V : 20 H towards drawing face complete as per drawing and technical specification and direction of Engineer in charge. in charge
295.8
-
104.65
... More
Providing and laying filter media with granular stone 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 MORD technical specification Clause 1204.3.8 and as per direction of the Engineer in charge
93.46
-
1728.71
... More
Providing Rough stone dry packing in aprons and revetments, stone pitching in slopes and boulder apron of CD works etc with hard granite stone of size 30 cm (minimum) and above and weighing not less than 40Kg/each as per approved drawing and Section 2500 (Clause 2504) of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P,royalty etc complete in all respect and as per direction of the Engineer-in-charge.
723.42
-
1508.32
... More
Gravel backing to revetments including cost & conveyance of all materials, labour, T&P, royality etc complete & as per direction of the Engineer-in-Charge.
253.64
-
659.53
... More
Providing Back filling behind abutment, wing wall & return wall including all cost, carriage, royality & labour as per Clause section 1000, 2500 & 900 of MoRT&H specifications for roads & bridge works ( 5th revision) & direction of the Engineer-in-Charge.
1283.7
-
668.08
... More
Painting two coats of water based cement paint of approved quality on new concrete surface at any elevation including cost of painting , all materials, T&P required for the work complete for the finished item of work as per technical specifications as per Section 800 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-
Charge.
274.55
-
205.06
... More
Providing and fixing R.C.C. M-20 grade guard posts of 600mm height and 15 cm diameter including cost of steel reinforcement for finished item of work as per approved drawing and technical specifications complete in all respect as per Section 800, 900, 1000, 1500, 1600 & 1700 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.
248
-
560.14
... More
Providing, filling clean sand of approved quality inside the wells & in road work for construction of drainage layer and foundation trenches of structures in uniform layers, watered and rammed/ compacted as per approved drawing and technical specifications complete in all respect as per Section 900, 2100 and Clause 401 & 304 of MoRT&H specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in- Charge.
25.6
-
332.62
... More
Construction of Bridge over LOCAL nallah at - 0.940 km on KHARIGUDA - SINGARUDA via Dambulu road in the district of Rayagada.
-
-
-
... More
Earthwork in cutting of over burden earth for road way/ bridge works in all kinds of soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, setting out, dressing of section to correct line, level, grade and camber transporting to embankment site within all lifts and lead upto 1000mtr., utilising the surplus earth locally for road work where ever required, back filling the excavated earth to the extent required complete in all respect as per approved drawing and technical specifications as per Section 900 and Clause 301 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
1104.54
-
44.51
... More
Earthwork in excavation for Road /CD works, toe wall/ retaining wall, R.C.C culverts/ box culverts and other structures in all kinds of soil including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, dewatering from foundation if required complete in all respect as per approved drawing and technical specifications as per Section 900 and Clause 304 & 301 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
1582.73
-
275.7
... More
Cutting in hard rock or granite rock including cutting and loading in tippers, setting out, dressing of section to correct line, level, grade complete in all respect as per approved drawing and technical specifications as per Section 900 and Clause 301 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
178.14
-
1243.95
... More
Providing and laying P.C.C M-15 grade in open foundation,/Sub Structure, i.e. Toe wall/ Retaining Wall/ RCC slab/ HP/ RCC Box cell culvert and other structures as per approved drawing and technical specifications complete in all respect as per Section 900, 1000, 1500, 1700, 2100 & 2900 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
-
-
-
... More
Foundation
609.97
-
4157.65
... More
Sub Structure
225
-
4260.8
... More
RCC of grade M-30 in substructure, super-structure i.e. girders,deck slab, kerb, dirt wall, wearing coat, approach slab, return wall, abutment & pier shaft caps etc. including cost, conveyance, royality of all materials including watering, curing, centering, shuttering etc complete as per approved drawing and technical specifications as per Section-900, 1000, 1600, 1700, 2205, 2302, 2303, 2305.2, 2305.3.1,2308, 2309, 2702, 2703 & 2704 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.
-
-
-
... More
Abutment & Pier foundation
298.13
-
5356.1
... More
Abutment & Pier Shaft / Return wall
261.18
-
6832.5
... More
Pier & Abutment Cap
10.93
-
8000.7
... More
DIRT Wall
4
-
9122.15
... More
Wing Wall
4.75
-
12673.45
... More
Approach Slab
19.27
-
6131.6
... More
Wearing Course
28.98
-
5664.3
... More
Providing RCC of grade M-25 grade in Hand Railing. as per approved drawing and technical specifications as per Section 900, 1000, 1200, 1500, 1700,2200 & 2700 of Ministry of Road Transport & Highways (5th Revision) & and as per direction of the Engineer-in-charge.
-
-
-
... More
DECK SLAB
281.88
-
8448.45
... More
Railing & Post
101.12
-
2529.88
... More
Providing, Cutting, Bending, Binding, Straightening & Placing of HYSD bars confirming to grade I.S.1786-2008 (Fe-500D) in bridge work and other structural work etc as per drawing and technical specification and as per Section.900, 1000, 1100 1200, 1600,2100, 2200, 2300 & 2700 of specifications for Road and Bridge works of MORT & H (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
962.8
-
8921.83
... More
Providing, fitting and fixing strip seal expansion joints as per approved drawing and technical specifications as per Section 2600 of MORT & H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-charge.
40.75
-
9225.97
... More
Providing supplying fitting fixing of Salitex Board on the expansion joints for the bridge works complete for finished item of work as per clause 2600 of MOST (4th Revision)/ IRC sp. 20 - 2002 and direction of the Engineer-in-charge.
32.19
-
1288.38
... More
Providing, laying tar papers of approved quality confirming to ISI specification above pier & abutment caps to receive concreting for slab casting including all cost , carriage & taxes etc complete as per specification & direction of Engineer-in-Charge
48.14
-
17.17
... More
Providing weep hole in plan / Reinforced concrete abutment, wing wall / retaining wall with 100mm dia A.C. Pipe, extending through the full width of the structure with slope of 1V : 20 H towards drawing face complete as per drawing and technical specification and direction of Engineer in charge. in charge
211.25
-
104.65
... More
Providing and laying filter media with granular stone 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 MORD technical specification Clause 1204.3.8 and as per direction of the Engineer in charge
94.71
-
1728.71
... More
Providing Rough stone dry packing in aprons and revetments, stone pitching in slopes and boulder apron of CD works etc with hard granite stone of size 30 cm (minimum) and above and weighing not less than 40Kg/each as per approved drawing and Section 2500 (Clause 2504) of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P,royalty etc complete in all respect and as per direction of the Engineer-in-charge.
725.18
-
1508.32
... More
Gravel backing to revetments including cost & conveyance of all materials, labour, T&P, royality etc complete & as per direction of the Engineer-in-Charge.
191.99
-
659.53
... More
Providing Back filling behind abutment, wing wall & return wall including all cost, carriage, royality & labour as per Clause section 1000, 2500 & 900 of MoRT&H specifications for roads & bridge works ( 5th revision) & direction of the Engineer-in-Charge.
1260.51
-
668.08
... More
Painting two coats of water based cement paint of approved quality on new concrete surface at any elevation including cost of painting , all materials, T&P required for the work complete for the finished item of work as per technical specifications as per Section 800 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-
Charge.
274.55
-
205.06
... More
Providing and fixing R.C.C. M-20 grade guard posts of 600mm height and 15 cm diameter including cost of steel reinforcement for finished item of work as per approved drawing and technical specifications complete in all respect as per Section 800, 900, 1000, 1500, 1600 & 1700 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.
139
-
560.14
... More
Providing, filling clean sand of approved quality inside the wells & in road work for construction of drainage layer and foundation trenches of structures in uniform layers, watered and rammed/ compacted as per approved drawing and technical specifications complete in all respect as per Section 900, 2100 and Clause 401 & 304 of MoRT&H specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in- Charge.
25.6
-
332.62
... More
MAINTENANCE
-
-
-
... More
Restoration of rain cuts with soil, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and MORD technical specifications Clause 1902 by manual means as per direction of the Engineer in charge
-
-
-
... More
1st year
115
-
298.38
... More
2nd year
216
-
298.38
... More
3rd year
332
-
298.38
... More
4th year
320
-
298.38
... More
5th year
226
-
298.38
... More
Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per MORD technical specification Clause 1903 as per direction
-
-
-
... More
1st year
326
-
35.92
... More
2nd year
526
-
35.92
... More
3rd year
1623
-
35.92
... More
4th year
2150
-
35.92
... More
5th year
565
-
35.92
... More
Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903.
-
-
-
... More
1st year
326
-
14.38
... More
2nd year
526
-
14.38
... More
3rd year
1586
-
14.38
... More
4th year
2150
-
14.38
... More
5th year
565
-
14.38
... More
Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type C as per MORD technical specification Clause 503,508,510,1904 as per direction of the Enginee
-
-
-
... More
1st year
230.4
-
288.94
... More
2nd year
354.4
-
288.94
... More
3rd year
301.4
-
288.94
... More
4th year
489.4
-
288.94
... More
5th year
1147.4
-
288.94
... More
Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910
-
-
-
... More
1st year
5
-
1231.13
... More
2nd year
5
-
1231.13
... More
3rd year
5
-
1231.13
... More
4th year
5
-
1231.13
... More
5th year
5
-
1231.13
... More
Maintenance of Hume pipe culverts by way of clearing,cleaning,erosion repairs to cracks,parapet walls and protection work as per drawing and Technical Specification clause 1908 of MORD..
-
-
-
... More
1st year
2
-
1350.24
... More
2nd year
2
-
1350.24
... More
3rd year
2
-
1350.24
... More
4th year
2
-
1350.24
... More
5th year
2
-
1350.24
... More
.Maintenance of Slab culverts by way of clearing,cleaning,erosion repairs to cracks,parapet walls and protection work as per drawing and Technical Specification clause 1908 of MORD.
-
-
-
... More
1st year
3
-
2531.61
... More
2nd year
3
-
2531.61
... More
3rd year
3
-
2531.61
... More
4th year
3
-
2531.61
... More
5th year
3
-
2531.61
... More
Maintenance of 200 metre, km stones & 5th Km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 of MORD
-
-
-
... More
1st year
5
-
720.56
... More
2nd year
5
-
720.56
... More
3rd year
5
-
720.56
... More
4th year
5
-
720.56
... More
5th year
5
-
720.56
... More
Cutting of branches of trees from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge.
-
-
-
... More
1st year
25
-
131.69
... More
2nd year
25
-
131.69
... More
3rd year
25
-
131.69
... More
4th year
21
-
131.69
... More
5th year
22
-
131.69
... More
Cutting of shurb from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge.
-
-
-
... More
1st year
31
-
8.08
... More
2nd year
41
-
8.08
... More
3rd year
41
-
8.08
... More
4th year
48
-
8.08
... More
5th year
48
-
8.08
... More
Triming of grass and weeds from the shoulder/berms and disposal the same to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge
-
-
-
... More
1st year
10
-
2.69
... More
2nd year
10
-
2.69
... More
3rd year
10
-
2.69
... More
4th year
10
-
2.69
... More
5th year
10
-
2.69
... More
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specification clause 1915
-
-
-
... More
1st year
64.33
-
26.8
... More
2nd year
64.33
-
26.8
... More
3rd year
64.33
-
26.8
... More
4th year
64.33
-
26.8
... More
5th year
64.33
-
26.8
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