Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Uttarakhand PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date4 Dec 2018
Closing Date3 Jan 2019
Tender Amount₹ 5,03,67,471
Costs
EMD
₹ 10,93,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CCUK_71124_1Bid Award Id
ViewTender No
NPCC-URRDA_02_22112018Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Parapet
20.9
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Providing & laying RCC M20 grade plain cement concrete in open foundation as per MORD specification including all material labour T&P etc as directed by engineer-in-charge (for causeway)
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Parapet
6.08
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15mm thick plastering with cement mortar 1:4 including supply of all materials, labour, T&P royalty etc required for proper completion of work as directed by engineer-in-charge and MORD specification clauses No. 613.4
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Pucaa drain
1650
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Parapet
469.8
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Pointing with cement mortar 1:3 including supply of all materials, labour, T&P royalty etc required for proper completion of work as directed by engineer-in-charge and MORD specification clauses No. 613.3
324
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White washing of parapet walls of CD work and tree trunks white washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specification clause 1916 of MORD specification .
793.8
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Excavation for structures- Earth work in excavated foundation for cross drainage structure, retaining walls, breat walls & other similar structures in all types of soils and rocks as me 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.
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Scupper
1190.7
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Catch Pit
552.6
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Causeway
184.95
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Culvert
78.25
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Random Rubble stone masonary for structures laid in 1:5 cement & sand mortar by locally available approved stone and sand from approved quarry including supply of all material, labour, T&P etc required for proper completion of work as per drawing & as per MORD specification for cros drainage structures, retaining wall, breast wall & other similar structures etc. as directed by Engineer-in-charge
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Scupper
506.25
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Causeway
110.64
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Random Rubble stone masonary for structures laid dry by locally available approved stone, including supply of all material, labour, T&P etc required for proper completion of work as per drawing & as per MORD specification for cros drainage structures, retaining wall, breast wall & other similar structures etc. as directed by Engineer-in-charge
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Catch Pit
425.25
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Causeway
49.32
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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
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Scupper
147.98
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Culvert
144.78
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Providing & laying M10 grade plain cement concrete in open foundation as per MORD specification including all material labour T&P etc. as directed by engineer-in-charge.
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Scupper
145.8
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Catch Pit
17.42
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Causeway
49.32
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Culvert
41.44
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Providing & laying RCC M25 grade plain cement concrete in open foundation as per MORD specification including all material labour T&P etc as directed by engineer-in-charge (for causeway)
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Scupper
75.08
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Causeway
24.66
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Culvert
37.38
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Providing & laying RCC M20 grade plain cement concrete in open foundation as per MORD specification including all material labour T&P etc as directed by engineer-in-charge (for causeway)
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Catch Pit
14.85
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Supplying, fitting and placing MS bar reinforcement in tonne foundation complete as per drawing and technical specification clauses 1000 and 1202. (The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specification (First revision2014)
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Scupper
92.84
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Causeway
9.68
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Culvert
36.32
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C.R Stone masonary laid in 1:4 cement/sand mortar for abutment of minor bridges, culverts etc. including all material labour T&P etc. required for proper completion of work as directed by Engineer in charge (For Bridge)
201.84
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C.R Stone masonary laid in 1:5 cement/sand mortar for abutment of minor bridges, culverts etc. including all material labour T&P etc. required for proper completion of work as directed by Engineer in charge (For Bridge)
127.2
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Providing and fixing in position pipe railing consisting of IS rolled steel joist posts metre designation IS MB 100 (100*75) at 2.5m interval and three rows of 50mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specification Clause 1208.2
28
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For Protection work.
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Excavation for Structures:- Excavation in foundation for Retaining walls, brest walls and other similar structure in all types of soils and rocks as met at site with all leads, lift and disposal of surplus earth as directed by Engineer-in-charge also including supply of all materials, labour, T&P etc required for proper completion of work in accordance with the MoRD as per Technical Specification Clause 305.1 & 300.
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For R/W B/W
595.34
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Pucaa Drain
490
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Culvert
20.9
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Random Rubble Stone Masonary for structure 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 workl as per drawing & as per MORD specification for cross drainage structure, retaining walls, Breast walls & other similar structure etc as directed by Engineer-in-charge.
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For R/W B/W
91
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Pucaa Drain
334
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Parapet
145.8
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Random Rubble Stone Masonary for structure laid dry by locally available approved stone and sand from approved quarry including supply of all materials, labour, T&P etc required for proper completion of workl as per drawing & as per MORD specification for cross drainage structure, retaining walls, Breast walls & other similar structure etc as directed by Engineer-in-charge.
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For R/W B/W
1425.62
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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 and sand from approved quarry including supply of all materials, labour, T&P etc required for proper completion of work as directed by Engineer-in-charge
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For R/W B/W
268.4
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Cement plum masonary with 40% plum & 60% 1:3:6 cement concrete of all material, labour, T&P etc required for proper completion of the work.(As per PWD Uttarakhand Specification)
367.2
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Providing Edge stone on valley side of formation as per drawing including supply of all material, labour, T&P etc required for proper completion of the work as per MORD Specification and as directed Enginner- in - charge
2700
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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 lessthan 25 Kg each as per drawing and technical specification of MORD and as directed by Enginner-in-charge
697.5
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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 materal spreading in uniform layers with mortar grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth whel roller to acheive the desired density complete as per clause 401.4 as per technical Specification Clause 408.
4306
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WBM Garding -2 …Manual means: Providing,laying,spreading and compacting stone aggregate of specific sizes(63mm to 45mm) to water bound macadam including spreading in uniform thickness,hand packing, rolling with smooth wheel roller 80-100KN in stages to proper grade and camber, applying brooming, stone screenings(Type B-11.2mm) and biding material to fill-up the interstices of coarse aggregate,watering and compacting to the required density Grading 2 as per Techincal Specification CLause 405.
2367.14
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WBM Garding -3: Providing,laying,spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness,hand packing, rolling with smooth wheel roller 80-100KN in stages to proper grade and camber,applying and brooming,stone screeing to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical specification Clause 405
2367.14
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Providing and applying promer coat with bitumen emulsion (SS-I) on prepared surface of wwater bond macadam base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using machanical means as per MORD specification.(for WBM surface)
31188
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Poviding 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 granular surfaces treated with primer & cleaned with hydraulic broom as per MORD specification.
31188
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20mm thick open graded premix carpet using Bitumen Emulsion as per Technical Specification clause 508.2
31188
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Providing and laying seal coat for sealing the voids in a bituminous surface laid to the specification level, grade and cross fall using type "A" as per MORD Specification
31188
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ROAD FURNITURE
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Providing and fixing of kilometer stone as per standard drawing made of precast R.C.C M15 grade fixed with P.C.C M10 grade, including excavation of pit, painting and printing letters on kilometer stone with two coat of synthetic enamel paint of approved quality as directed by Engineer-in-charge
2
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Providing and fixing of hectometer stone as per standard drawing made of precast R.C.C M15 grade fixed with P.C.C M10 grade,including excavation of pits, painting and printing letters on kilometer stone with two coat of synthetic enamel paint of approved quality as directed by engineer-in-charge
34
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Providing fixing of Title Information Board with PMGSY Logo at suitable place in the starting of the road as per standard drawing duly painted and written as directed by Engineer in charge
1
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Providing & fixing of semi reflective traffic sign boards (cautionary, mandatory & information ) as per attached drawing duly painted and written as per the MORD specification and as directed by engineer-in charge
51
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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 standard drawing duly painted and written and as directed by Engineer in charge/ as per MORD Specification
2
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Providing fixing of citizen information board with PMGSY logo at starting or prominent location (Where maximum no. of citizen can view the details of the road ) as per attached standard drawing dully painted and written as directed by engineer in charge as per MORD specification and as directed by Engineer in charge
1
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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 directed of Engineer-in-charge
1
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Providing & fixing of semi reflective direction and place information logo boards upto 0.90 sqm size as per attched drawing and as per MORD specification and direction of engineer-in-charge
7.2
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Preparing the plane table survey & levelling for completion plan as per engineer-in-charge & as per P.W.D specification
9
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Emmergency Maintenance Activities :
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Major Slip Clearnace in all Type of soil, rock and boulders including cost of all material, material machine T&P etc required for proper completion of work as per MORD specification of work 1611
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Ist year
540
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2nd year
486
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3rd year
437.40000000000003
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4th year
393.66
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5th year
354.294
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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
18
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2nd year
16.2
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3rd year
14.580000000000002
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4th year
13.122000000000002
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5th year
11.809800000000003
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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 25kg each as per drawing and technical specification 1301
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Ist year
18
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2nd year
16.2
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3rd year
14.580000000000002
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4th year
13.122000000000002
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5th year
11.809800000000003
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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 8.90 specifications (for opening communication only)
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Ist year
27
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-
2nd year
24.3
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3rd year
21.87
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4th year
19.683000000000003
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5th year
17.7147
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PBMC Activities
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Maintenance under PBMC for (1) Trimming of grass and weeds from shoulders/berms and disposing off the same to suitable location as per technical specification clause 1914
(2) Maintenance of road side drains including minor slip clearence , reshaping deepening and regarding 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 includind disposal of surplus material in approved muck disposal points as per specification clause 1903
(4) Maintenance of scuppers and culverts by way of clearing , erosion repaire , repairs of cracks,parapet walls and protection works as per drawing and technical specification clause 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 works 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 drawing and technical specification clause 1910
(7) Maintenance of 200 metre stones, km stones, 5th Km stone and edge stone by way of refiting of tilted stones repairing with cement mortar , cleaning , repairing and lettering on 200 meter km stone and 5th km stone as per drawing and technical specification clause 1912
(8) repairing of pot holes by removal of loose material, trimiming of side, 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 side including preparation of surface by cleaning scraping etc. as per technical specification clause191
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Ist year
9
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IInd year
9
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IIIrd year
9
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IVth year
9
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Vth year
9
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