Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Uttarakhand PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date18 Jun 2018
Closing Date20 Jul 2018
Tender Amount₹ 3,43,47,000
Costs
EMD
₹ 6,87,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
UT01-91 Construction of Dhaulcheena to Kanchula MR stage II (cold mix)for 5 year PBMC Maintenance
Description
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Contact
Tender Id
2018_CCUK_64759_11Bid Award Id
ViewTender No
URRDA_633_08062018Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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BOQ Items
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Random rubble stone masonry for structures laid dry by locally available approved stone ncluding supply of all materials, labour, T&P etc required for proper completion of work as per Drawing and MORD specification for , retaining walls, brest walls & other smimilar structures etc as per direction of Engineer-in-charge..
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For R/W and B/W
1242.4
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 {Random rubble masonry In cement mortar (1:5)}
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For R/W and B/W
635.44
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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)
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For R/W and B/W
468.4
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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% extra for laps and joints laid with stone boulders weighting not less than 25 Kg each as per drawing and technical specification of MORD and as directed by Engineer-in-charge(3.00x1.50x1.25).
78.75
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Providing and fixing of C.C. edge stone 12cm X 12cmX 60cm Size in M-15 Cement Concrete With 4 nos. 8mm dia HYSD vertcal bars and 3 nos. 6mm dia MS bar Strrups as per approved Drawing including 2 coat White washing on valley side of formation as directed
710
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Construction of Parapet
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Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
16.45
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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 M-10
16.45
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 {Random rubble masonry In cement mortar (1:5)}
43.99
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 P.C.C. grade M 15
1.91
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Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
147.9
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Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
102
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White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915
326.4
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Construction of Hill side A TYPE Pucca 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 for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
396.8
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 {Random rubble masonry In cement mortar (1:5)}
434
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Plain cement concrete work in flooring (M-15) 1:2.5:5 ( 1 cement, 2.5 coarse sand, 5. 20 mm and 10mm crusher stone grit) ncluding supply of all material labour and T&P etc. requred for proper comletion of work
37.2
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Plastering with cement mortar (1:4), 15 mm thick on Stone masonry in substructure as per technical specification Clauses 613.4 & 1204 including supply of all material, labour, T. & P. etc. required for proper completion of the work.
372
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100 mm dia AC pipe for weep Holes
390.6
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Construction of 9 Nos causeways with R.R. dry kharnja, plain cement concerte 1:3:6, C.C. 1:1.5:3 including supply and fixing of M.S. steel reinforcement and requried excavation etc. completed all respect as per drawing approved by CE Level - I P.W.D. Uttarakhand.
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Excavaton in foundation all type of soil for cuseway
654.81
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Providing concrete for plain concrete in open foundation complete as per drawing and technical specification Clauses 802, 803, 1202 & 1203 & as per MORD specification Clauses 800 & 1200 Sr No. 11.4 P.C.C. grade M10
158.84
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P.C.C M - 25
67.42
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 {Random rubble masonry In cement mortar (1:5)}
509.95
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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% extra for laps and joints laid with stone boulders weighting not less than 25 Kg each as per drawing and technical specification of MORD and as directed by Engineer-in-charge(3.00x1.50x1.25)
258.75
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Random rubble stone masonry for structures laid dry by locally available approved stone ncluding supply of all materials, labour, T&P etc required for proper completion of work as per Drawing and MORD specification for , retaining walls, brest walls & other smimilar structures etc as per direction of Engineer-in-charge..As per Khaninja.
122.6
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Supply, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specification Clauses 1002, 1005,1010 & 1202 & as per MORD specification Clauses 1000. Sr No. 12.8
26.46
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Construction of 1meter span R.C.C. slab scupper with catchpit as per drawing approved by C.E.Level -1 P.W.D. Uttrakhand, including requried excavation, R.R. 1:5 ( 1 cement, 5 coarse sand) cement sand stone masonary, P.C.C. (M-10) 1:3:6, R.C.C. 1:1.5:3 in slab and 40 mm thick M-25 (1:1.5:3) PCC flooring including supply and fixing of M.S. steel reinforcement and supply of all required materials labour and T&P etc required for proper competion of the work as per direction of Engineer-in-charge.
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Excavation in Foundation
300.3
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Nominal Mix M10 (1:3:6)
27.3
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 {Random rubble masonry In cement mortar (1:5)}
116.55
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100 mm dia AC pipe for weep Holes
126
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R.C.C grade M 25
14
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P.C.C M - 25
1.4
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H.P stone filling
36.4
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HYSD Steel
11.55
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Construction of catch pit of dry stone masonry as per drawing including supply of all material, labour, T&P etc required for proper completion of work as per detail MORD specification and asl per direction of Engineer-in-charge and technical specification.
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Excavation in foundation
107.65
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R. R. Stone masonry laid in 1:5
14.25
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R. R. Stone masonry laid in Dry
54.9
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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 (Sub grade preparation)
18779.61
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Excavation in Cutting in Soil by manual means with lead upto 50 m.
Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (for making superelevation)
1142.01
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Construction of Embankment with Material Obtained from Roadway Cutting 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 of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5. (Sub grade preparation (For Pattri filling)
2438.91
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Random Rubble stone masonary in Coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work.(As per PWD Uttarakhand specifications) (For edgeing & Protect filling of superelevation)
711.9
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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)
2816.94
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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 smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. By Mechanical Means
1280.43
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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 smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Mechanical Means
1280.43
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Prime Coat Low porosity :- Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.
17072.37
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Tack Coat 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.
17072.37
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Providing laying and rolling of cold mixed open -graded primix carpet of 20 mm thickness composed of 13.2 mm to 5.6mm agregates using penetration grade Catonic Bitumen Emulsion (Tailor mace binder ) to required line , grade and level to serve as wearing course on previously prepared base ,including mixing in a suitable plant, laying 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 either Type B as per MORD specification Clause 506.2 (Emulsion used for cold mix shall be supplied from authorized of IPR's owner i.e CRRI , New Delhi)
17072.37
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Providing and Laying seal coat by Bituninous Emulsion (tailor made binder) as binder for sealing the voids in a bituminous surface laid to the specified levels grade and cross fall using Type B as per Technical Specification Clause 508(Emulsion used for cold mix shall be supplied from authorized supplier of IPR's owner i.e. CRRI ,New Delhi)
17072.37
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Providing and fixing of PMGSY Logo board at starting point, as per attached standard drawing duly painted and writen as per MORD specification and direction by Engineer in charge
1
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Providing and 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 writen as per MORD specification and direction by Engineer in charge
1
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Providing and fixing of Citizen information board with PMGSY Logo at at starting and prominent location (where maximum no. of fitizens can view the detail of the road)as per attached standard drawing duly painted and writen as per MORD specification and direction by Engineer in charge
1
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Providing & fixing of MAINTENANCE BOARD as per attached drawing and as per the MoRD specification and as directed by Engineer-in-charge.Technical Specification Clause 1701
1
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Maintainance Activities:
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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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Year 1
339
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Year 2
305.1
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Year 3
274.59
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Year 4
247.13
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Year 5
222.42
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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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Year 1
11.3
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Year 2
10.17
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Year 3
9.15
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Year 4
8.24
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Year 5
7.41
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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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Year 1
11.3
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Year 2
10.17
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Year 3
9.15
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Year 4
8.24
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Year 5
7.41
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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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Year 1
16.95
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Year 2
15.25
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Year 3
13.73
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Year 4
12.36
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Year 5
11.12
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Routine Maintenance - Under PBMC
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Maintenance under PBMC for 1] Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914. 2] Maintenance of road side Drains including minor slip clearence , reshaping ,deepening and ,regrading ,as well as catch water drains as per technical specification Clause 1907.
3]Maintenance of shoulders to the required level by filling/cutting the soil and its compacting including disposal of the surplus material in approved muck disposal points as per specification clause 1903 .
4] Maintenance of scuppers & Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1908.
5] 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. 6] Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as per drawings and technical specification Clause 1910.
7] 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.
8} Repairing of pot holes by removal of loose material, trimming of sids, cleaning of surface and providing tack coat bitumen imulsion and patch repair with 20 mm thick premix carpeting and Type B seal coat using bitumen or catonic bitumen imulsion (in 3rd and 5th year).
9] Two coat white washing on parapet walls of CD work ,edge stones, tree truncks, and prominent rock patches on hill sides including preparation of surface by cleaning scraping etc. as per technical specifications Clause 191.
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Year 1
5.65
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Year 2
5.65
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Year 3
5.65
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Year 4
5.65
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Year 5
5.65
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