Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Uttarakhand PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date4 Feb 2019
Closing Date23 Feb 2019
Tender Amount₹ 8,90,00,000
Costs
EMD
₹ 17,80,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CCUK_73806_1Bid Award Id
ViewTender No
URRDA_OMMAS_5689_05012019Tender 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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Balance Work of Stage-I - Earth work in Excavation foundation for cross drainage structures, retaining walls, breast walls & other similar structures in all types of soils and rocks as met at site with all leads, lifts and disposal of surplus earth as directed by engineer in charge including supply of all material labour, T&P etc. required for proper completion of work in accordance with the MORD specification.
1202.09
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Balance Work of Stage-I - Random Rubble stone masonry for structures laid in 1:5 cement & sand mortar by locally available approved stone and sand from approved quarry including supply of all materials, labour, T&P etc required for proper completion of work as per drawing & as per MORD specification as directed by Engineer-in-Charge.
2272.52
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Balance Work of Stage-I - Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction
2331.64
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Balance Work of Stage-I Hand packed stone filling in the back of retaining walls. by locally available approved stone including supply of all material, labour, T&P etc. required for proper completion of the work.
2106.24
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SIDE DRAIN
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Balance work of Stage-I- Construction of Kuccha drain (0.60 m x 0.45m) size excluding gaps for C/D structures including excavation in all type of soil and rock as met at site with all material labour, T&P lead , lift and disposal of excavated material etc. as directed by Engineer in charge.
10.53
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ROAD FURNITURE
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Balance Work of Stage-I Providing fixing road name board of as per standard drawing duly painted and written as per direction of Engineer-in-charge in the starting and end of the road .
1
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New Sanctioned Work
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Balance Work of Stage-I - Earth work in Excavation foundation for cross drainage structures, retaining walls, breast walls & other similar structures in all types of soils and rocks as met at site with all leads, lifts and disposal of surplus earth as directed by engineer in charge including supply of all material labour, T&P etc. required for proper completion of work in accordance with the MORD specification.
321.93
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Balance Work of Stage-I Random rubble stone masonry laid in 1:6 cement sand motrar in breast wall, retaining walls, parapets and scupper etc. including supply of all material, labour and T&P etc. Required for proper comletion of the work.
166.75
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Balance Work of Stage-I Providing and laying of boulder apron laid in wire crates with 4 mm cu.m dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specificationsClause 1301
1.13
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Exta Item
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Balance Work of Stage-I Safe disposal of surplus excavated material from site to disposaling area as directed by ENC i/c supply of all material, labour and T&P etc. required for proper completion of work from 0/0 to 1/20.
1
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Balance Work of Stage-I Cement plum Concrete with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction
90.35
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Balance Work of Stage-I Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. R.C.C grade M 20
125.31
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Balance Work of Stage-I Supplying, fitting and placing with MS bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 (The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First revision'2014) and IS 1786:2008 clause no. 1.6)
111.07
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STAGE -II WORK
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Earth work in hill road (hill side cutting):- Excavation in hilly area for construction of road in all types of soil, rocks & E&B etc. As met at site , true to lines as per plan,L section , cross slope, super elevation as required , also including uprooting & cutting of bushes ,dressing of road surface to the required level and slopes, with all lift & leads required for safe disposal of surplus excavated material at suitable dumping places indicated in drawings by mechanical means/ manual means and including construction of required coolie walling of minimum height of 0.60 mt. with the stones available from the required hill side cutting for retaining the muck, without otherwise damaging the forest , forest land , utilities, private and public properties ,including slip clearance and its safe disposal (same as per mentioned above for safe disposal of surplus excated material), till the completion of the work as per part II special conditions of contract, MORD specifications Clause 1601,1602 & 1603,and as per direction of Engineer in charge .
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Repairs of damages caused by rain/spillage of water Preparation and surface treatment of formation by removing mud and slurry watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with three wheel 80-100 kN static roller, complete as per Technical Specification Clause 301.5.5.1
90870
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PROTECTION WORK
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Excavation for Structures: - Earth work in Excavation foundation for cross drainage structures, retaining walls, breast walls & other similar structures in all types of soils and rocks as met at site with all leads, lifts and disposal of surplus earth as directed by engineer in charge including supply of all material labour, T&P etc. required for proper completion of work in accordance with the MORD specification.
862.31
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Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction
1509.29
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Random Rubble Stone Masonry laid in 1:5 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc.(As per PWD Uttarakhand specifications)
1337.49
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Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)
980.4
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Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction
351
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Construction of parapet in RR stone masonry laid in 1:5, Cement Ssand mortar providing M10 cement concrete in base and M20 at top, plaster in 1:4 Cement Sand mortar as required and specified in detailed drawing with white washing complete as per the direction of Engineer in charge.
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Excavation in foundation
48.6
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P.C.C in M 10 in base
48.6
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R.R. stone masonry in 1:5 cement sand mortar
145.8
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P.C.C in M 20 at top
24.3
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Plaster in 1:4
793.8
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White washing
793.8
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Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire (@ 32 Kg/ 10 Sqm) conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg eachas per drawing andtechnical specificationsClause 1301
148.5
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Providing edge stones on valley side of formation as per drawing and Technical Specification Clause 1608.2.6
5592
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SIDE DRAINS
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Construction of Hill side Pucca KC drain in accordance with the requirement of specification true to line and grades. Dimensions and other particulars as per drawing including all material labour T&P. etc. required for proper completion of the work as directed by Engineer in charge.
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Excavation in foundation
741
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PCC M10
123.5
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RR stone masonary in 1:5 cement mortar
256.5
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Plaster in 1:4 cement sand mix
475
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CD WORKS (SCUPPERS)
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Construction of scupper of RR 1:5 abutment RCC slab as per drawing C/O 1 m span with (1:3:6) CC base including catch pit including supply of all materials, labour, T&P etc required for proper completion of work as per drawingand MORD specification as directed by Engineer-in-Charge.
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Excavation in foundation
815.4
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Nominal mix 1:3.6 in base
72.4
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Random Rubble Stone Masonry laid in 1:5 cement and sand mortar
347.6
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Supplying, fitting and placingTMT bar reinforcement in foundation complete as drawings
36
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R.C.C grade M 20
58.8
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HP stone filling
100.8
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RR dry masonary
334
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RCC Bridge/ Culvert
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Earth work in excavation foundation for cross drainage structure,retain walls for cause way in all types of soil & rocks as met on site with all leads & diposals as directed by engineer in charge
1614.3
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.
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Nominal mix 1:3:6
59.41
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R.C.C. grade M 25
63.95
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204.(Couresd Rubble Masonary)In 1:4 cement mortar
359.67
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Random rubble masonry In cement mortar (1:5)
294.89
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H.P stone filling in back of walls including cost of all materials, royalty, T&P etc. complete.
420
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Pointing with cement mortar (1:3) on Abutment as per drawing and technical specification Clauses 613.3 and 1204
212.86
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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 technical specification Clauses 614, 709, 1204.3.7
625.6
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Supplying, fitting, and placing MS bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
75.3
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Drainage spouts complete as per drawing and technical Nos. specifications Clause 1209.
14
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Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301.
189
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Tubler Steel Railing on medium Weight Steel Channel (ISMC Series) 100 mm x 50 mm. Providing, Fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 m high above ground, 2 m centre- to- centre, complete as per approved drawings Clause 1706
32
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EARTHEN SHOULDERS
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Construction of Embankment with Material Obtained from Roadway Cutting with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (For Patri Filling)
6917
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Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineerin- charge. (As per PWD Uttarakhand specifications)
2830.95
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PAVEMENT WORK
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Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (Using naturally occuring gravel)
6928.74
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WBM Grading 2
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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
3850.61
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WBM Grading 3
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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
3850.61
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Low porosity Providing and applying Prime coat LOW porosity with Bitumen emulsion (SS-1) complying with IS : 8887 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.
51341.5
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Providing and applying tack coat with Bitumen emulsion (Rapid Setting RS-1 Grade complying with IS : 8887) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
51341.5
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Providing laying and rolling of cold mixed open graded Premix carpet of 20 mm thickness composed of 13.2mm and 11.2mm nominal size aggregates using cationic bitumen emulsion (Medium Setting MS-1 Grade complying with IS : 8887 to required line, grade and level serve as wearing course on a previously prepared base including mixing in a suitable plant, laying with paver finisher and rolling with a three wheel 80-100 KN static roller capacity, finished to required level and grades to be followed by seal coat of type A as per Specification clause 506.1 of MORD specification for Rural roads 2014.
51341.5
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Seal Coat
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A as per Technical Specification Clause 510.
Case - I : Type A Bitumen (S-90)
51341.5
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ROAD FURNITURE
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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. Ordinary Kilometer Stone (Precast)
13
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Hectometer 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. 200 m stone (precast)
52
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5th KM 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. 5th Kilometre Stone (precast)
2
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Providing fixing of Title Information Board with PMGSY Logo at suitable place in the starting of the road as per attached standard drawing duly painted and written as per the MORD specification and direction given by Engineer in charge.
1
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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
2
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Providing & fixing of Citizen Information Board with PMGSY Logo at starting or prominent location (where maximum no. of citizens can view the detail of the road) as per attached standard drawing dully painted and written as per the MORD specification and direction of Engineer-in-charge.
1
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Semi Reflective Traffic Signs
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 Clause 1701.2.2. (600 mm equilateral triangle)
104
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Providing & fixing of Maintenance Information Board with PMGSY Logo at starting or prominent location (where maximum no. of citizens can view the detail of the road) as per attached standard drawing dully painted and written as per the MoRD specification and direction of Engineer-in-charge.
2
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EMMERGENCY MAINTENANCE
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Major Slip Clearance in all Type of Soil ,rock and boulders including cost of all material , machine,T&p etc required for proper compeletion of work as per mord specification of work 1611
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Ist Year
838.8
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Iind Year
754.92
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IIIrd Year
679.43
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Ivth Year
611.49
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Vth Year
550.34
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Deploying Hydraulic excavator of 0.90cum bucket for clearence of Major slip in all type of soil rock and boulders including its operator ,pol, and all other charges required for proper compeletion of work
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Ist Year
27.96
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Iind Year
25.16
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IIIrd Year
22.65
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Ivth Year
20.38
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Vth Year
18.35
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Providing and laying of boulder apron laid in wire crate with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and techniacal specification 1301
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Ist Year
27.96
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Iind Year
25.16
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IIIrd Year
22.65
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Ivth Year
20.38
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Vth Year
18.35
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Coolie Walling including supply of all material, labour, T&P,royalty etc. required for proper completion of the work,as directed by Engineer-in-charge and as per PWD specifications 8.90 (For opening communication only)
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Ist Year
41.94
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Iind Year
37.75
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IIIrd Year
33.97
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Ivth Year
30.57
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Vth Year
27.52
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Routine Maintenance Under PBMC:
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Maintenance under PBMC for 1] Drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1907.
2] Maintenance of Slab type Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1908.
3] Maintenance of Causeway by way of minor Surface repairs, replacing Guide Posts, repair of flood gauges, removal of debris, providing boulders and protection work and painting as per technical specification Clause 1909. 4] Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place dentifications sign board as perdrawings and technical specification Clause 1910.
5] Maintenance of 200 metre km stone 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.
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6] 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 technical specification Clause 1903.
7] Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat with bitumen emulsion, 20 mm thick pre-mix carpet using catonic bitumen emulsion and seal coat type B with bitumen emulsion. [in 3rd & 5th Year]
8] White washing of parapet walls of CD work and tree truncks hite washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 191.
9] Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914.
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Ist Year
13.98
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Iind Year
13.98
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IIIrd Year
13.98
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Ivth Year
13.98
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Vth Year
13.98
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