Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Uttarakhand PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date28 Aug 2019
Closing Date9 Sep 2019
Tender Amount₹ 9,69,56,000
Costs
EMD
₹ 19,39,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CCUK_81093_1Bid Award Id
ViewTender No
UT03078Tender 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 RCC Scupper 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 drawingR &B specification as directed by Engineer-in-Charge.
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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.
12
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STAGE -2 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 . (For Passing Places )
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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
100750
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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.
5007.98
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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.
4810.49
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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 for cross drainage structures, retaining walls, breast walls & other similar structures etc. as directed by Engineer-in-Charge.
3243.44
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Providing & laying filter media as 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.
5353.28
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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
108
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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
56.745
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P.C.C in M 10 in base
55.575
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R.R. stone masonry in 1:5 cement sand mortar
157.95
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P.C.C in M 20 at top
5.85
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Plaster in 1:4
859.95
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White washing
859.95
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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
324
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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
367.5
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RR stone masonary in 1:5 cement mortar
250.5
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Plaster in 1:4 cement sand mix
1237.5
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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
389.664
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Nominal mix 1:3.6 in base
35.424
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Random Rubble Stone Masonry laid in 1:5 cement and sand mortar
240.588
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Supplying, fitting and placingTMT bar reinforcement in foundation complete as drawings
24.6
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R.C.C grade M 25
20.172
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HP stone filling
49.2
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CAUSEWAY
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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
593.25
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Providing & laying stone pitching in open foundation for causeway
158.2
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Plain cement Concrete M10 grade
158.2
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Providing & laying R.C.C M25 grade concrete in open foundation for cuaseway as per drawing
79.1
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Supplying, fitting and placing TMT bar reinforcement in foundation complete as drawings
31.047
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EARTHEN SHOULDERS
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Construction of Embankment with Material Obtained from Roadway cutting construction of embankement 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 Making of Super elevation and Pattri filling)
23157.6
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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.
2790
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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.
7768.855
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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.
4488.909
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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
4316.505
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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 spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification
Clause 502
57553.4
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
57553.4
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Providing, Laying and rolling of open - graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6 mm aggregates using bitumen 80-100 ( S-90 ) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 KN static roller capecity, finished to riquired level and grades as per MORD Specification.
57553.4
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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, Type B and Type C as per Technical Specification Clause 510 By Mechanical Means Case - II : Type B Bitumen (VG-10)
57553.4
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ROAD FURNITURE
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Providing and fixing Kilometer Stone (Precast) R.C.C. M15 grade kilometre stone/local stone of standard design as per IRC :8 fixing in position including of painting and printing Etc.
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same as above but Providing and fixing Hectometer Stone 200m Stone (Precast)
64
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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.
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Providing fixing of PMGSY Logo board 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
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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 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
40
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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
990
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Iind Year
891
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IIIrd Year
801.9
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Ivth Year
721.71
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Vth Year
649.54
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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
33
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Iind Year
29.7
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IIIrd Year
26.73
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Ivth Year
24.06
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Vth Year
21.65
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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
33
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Iind Year
29.7
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IIIrd Year
26.73
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Ivth Year
24.06
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Vth Year
21.65
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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
49.5
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Iind Year
44.55
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IIIrd Year
40.1
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Ivth Year
36.09
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Vth Year
32.48
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Maintainance Activities:
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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
16.5
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Iind Year
16.5
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IIIrd Year
16.5
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Ivth Year
16.5
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Vth Year
16.5
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