Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Uttarakhand PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Eprocure
Opening Date19 Jun 2019
Closing Date16 Jul 2019
Tender Amount₹ 151
Costs
EMD
₹ 3,05,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Ut 13146 Dharasu Chinyalisaur Jogath Mr To Bagodi
Description
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Contact
Tender Id
2019_CCUK_78095_1Bid Award Id
ViewTender No
UT13146Tender 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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PROTECTION WORK
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Coolie Walling for Edge /filling protection including supply of all material labour T&P. etc.as per drawing required for proper comletion of word as white washing complete as per the derection of Engineer - in - charge.
662.39
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Excavation for Structures: - Earth work in Excavation foundation for 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.
172.98
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Random Rubble stone masonry for structure laid 1:5 by locally available approved stone, including supply of all materials, labour, T&P etc required for proper completion of work as per drawing & as per MORD specification for retaining walls, breast walls & other similar structures as directed by Engineer-in-Charge.
143.35
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Random Rubble stone masonry for structure laid dry by locally available approved stone, including supply of all materials, labour, T&P etc required for proper completion of work as per drawing & as per MORD specification for retaining walls, breast walls & other similar structures as directed by Engineer-in-Charge.
194.66
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Hand packed stone filling in the back of retaining walls, abutments, wing walls etc. by locally available approved stone including supply of all material, labour, T&P etc. required for proper completion of the work as directed by Engineer in charge.
73.27
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Providing and fixing of C.C. edge stones 12cm*12cm*60cm size precast in M15 cement concrete with 4 nos. 8mm dia HYSD vertical bars and 3 nos. 6mm dia MS bar stirrups as per approved drawing including two coat white washing on valley side formation
600
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Construction of parapet in RR stone masonry in cement mortar 1:5 including supply of all material, labour T & P, royalty etc. required for proper completion of work as directed by engineer in charge and MORD specification for rural roads.
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Excavation
60.8
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PCC M10
60.8
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R.R. 1:5
166.4
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25mm thick coping M-20
6.4
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Pointing 1:3
368
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Plastering 1:4
534.4
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White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 of MoRD Specification for Rural Road 2014.
1228.8
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Providing and laying of boulder apron laid in wire crates with 4 mm dia G.I. Wire conforming to IS: 280 & IS: 4826 in 100mm x 100mm 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.
118.13
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Hill Side Drain
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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
30
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RR 1:5
20.83
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Plaster in 1:4 cement sand mortar
103.13
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Maintenance of Drains
The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading,
deepening of side drains as well as catch water drains as per technical specification Clause
1907.
350
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SUB-BASE COURSE
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Repairs of damages caused by rain/spillage of water, preparation and surface treatment of formation by removing mud and slurry filling ruts complete as directed by Engineer-in-charge and MORD specifications for Rural Roads 2014 (For subgrade prepration)
10816
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BASE COURSE
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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.
1346.56
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BASE COURSE NON-BITUMINIOUS
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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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
744.11
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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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. .
744.11
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BASE/WEARING COURSE BITUMINIOUS
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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.
9921.4
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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 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
9921.4
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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 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 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 B as per MORD Specification clause 506.2
9921.4
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Providing and laying seal coat by Bituminous Emulsion (SS-2) as 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
9921.4
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CROSS DRAINAGE WORKS
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Construction of 1 mtr span R.C.C. slab scupper including catchpit with R.R. stone masonry laid in 1:5 cement, mortar & RCC M25 grade slab, including supply of all materials, labour, T&P etc required for proper completion of work as per drawing & directed by Engineer-in-Charge.
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Excavation
144.96
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PCC M-10 (1:3:6)
11.12
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RR 1:5
30.22
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HYSD Reinforcement bar
4.65
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RCC M-25
5.41
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PCC M-20
0.53
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H.P Stone Filling
13.2
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Construction of 1 Nos. Causeway with R.R dry Khranja, Plain cement concrete 1:3:6, R.C.C 1:1.5:3 including supply and fixing of H.Y.S.D Steel reinforcement and required excavation etc. complete all respect as per drawing approved by CE Level- I P.W.D Uttarakhand
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Excavation
51.75
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Kharanja
13.8
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RR 1:5
18.7
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HYSD Reinforcement bar
2.71
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RCC M-25
6.9
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PCC M-10 (1:3:6)
13.8
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ROAD FURNITURE
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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 directed by Engineer in charge. as per MORD specification Clause 1701 .
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Providing & fixing of Semi reflective Traffic Sign Boards (cautionary, mandatory & informatory) as per attached drawing duly painted and written as per the MORD specification and as directed by Engineer-in-charge.
15
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Providing & fixing of PMGSY Logo Board at starting point, end point and at every 2 Km distance of road length as per attached standard drawing duly painted and written as per MORD specification and direction by Engineer in charge.
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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.
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Providing & fixing of Maintenance Board with PMGSY Logo at starting or prominent location as per attached standard drawing dully painted and written as per the MORD specification and direction of Engineer-in-charge.
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Providing & fixing of Semi reflective Directon and Place Identification Sign Boards up to 0.90 sqm size as per attached drawing and as per the MORD Specification and as directed by Engineer in charge.
18
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OTHER WORK
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Prepairing the Plane Table survey & Levelling for completion Plan as per Engineer-in-Charge & as per P.W.D. specification.
2.85
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Emergency Maintenance
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Deploying Hydrolic Excavators of 0.90 Cum Bucket for Opening of Road with required Slip Clearence in all type of Soil, Rock and Boulders including its Operetor, Fuel, all other charge and taxes required for proper completion of work.Ist Year
5.7
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Iind Year
5.13
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IIIrd Year
4.62
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Ivth Year
4.16
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Vth Year
3.73
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Slip clearance of earth and boulders and other small loose materials after hill side cutting in rainy season including disposal of material as directed by Engineer-in-charge and as per MoRD specifications, Clause 1611 . 1St year
171
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2nd year
153.9
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3rd year
138.51
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4th year
124.66
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5th year
112.2
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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) 1St year
8.55
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2nd year
7.7
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3rd year
6.93
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4th year
6.24
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5th year
5.61
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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 each as per drawing and technical specifications Clause 1301 1St year
5.7
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2nd year
5.13
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3rd year
4.62
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4th year
4.16
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5th year
3.73
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Maintainance Activities:
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Routine Maintenance- Under PBMC:- 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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1St year
2.85
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2nd year
2.85
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3rd year
2.85
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4th year
2.85
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5th year
2.85
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