Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Meghalaya PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date29 Jan 2019
Closing Date27 Feb 2019
Tender Amount₹ 12,13,85,768
Costs
EMD
₹ 24,27,715Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEMEG_73170_1Bid Award Id
ViewTender No
2018-19(III)-MG/02/07/27Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-
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Documents
BOQ Items
Providing and laying Plain/reinforced concrete in open foundation complete as per drawing and Technical specification clause 802,803,1202 & 1203. (ii) Nominal mix 1:3.6 (Hand mixing)
168
-
7657.13
Stone masonary in cement mortar 1:5 (III) Random rubble masonary
1785
-
7914.09
Plastering with cement mortar (1:40) 15 mm thick on brickwork in substructure as per technical specification clauses 613.4 & 1204
5040
-
233.61
Construction of unlined surface drain
-
-
-
Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.
5494.23
-
150
Construction of subgrade and earthen shoulders
-
-
-
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m as pe rTechnical Specification Clause 303.1.
12864.6
-
320
Dismantling of flexible pavements
-
-
-
Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202. (I) By Manual Means (A) Bituminous Courses
1672.5
-
843
BASE AND SUB-BASE
-
-
-
GSB (Grade 2)- Construction of granular sub-base with locally available graded material, spreading in uniform layers with motor grader on prepared surface, watering to OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification/ direction of EE.
(A) By mixing in place method. (ii) For Grading II Material
353.59
-
2650.43
WBM Grade 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 & grading 3 as per Technical Specification Clause 405.
11043.75
-
4626.03
Bituminous Work
-
-
-
Prime Coat- Low porosity
Providing and applying primer coat with bitumen emultion (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 Clause 502.
90618.75
-
34.31
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.
90618.75
-
16.42
OGPC- Providing, laying and rolling of open- graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion 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- 100kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.
Case - I By Manual Means
(I) Bitumen (S-90)
90618.75
-
222.11
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
90618.75
-
88.34
Protection works:
-
-
-
Construction of retaining walls/breast walls in cement mortar 1:5 as per drawing and technical specifications Clause 1604
(i) Earthwork in excavation for structures
(ii) Ordinary rock (not requiring blasting)
41.513
-
321
Stone masonry in cement mortar 1:5. (III) Random rubble masonry (iii) In cement mortar (1:5)
54.67
-
7914.09
Dry Stone for CR masonry 1st sort
48.404
-
5176.48
Providing and laying filter material behind retaining wall / breast wall as per Specification 1204.3.8 in a width of 600 m
27
-
3657
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
85.69
-
233.61
Road Furniture Works
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
-
-
-
(i) Citizen Informatory Board of PMGSY
1
-
36368
(ii) Providing & fixing Logo of PMGSY
1
-
36368
(iii) Maintenance board of PMGSY
1
-
30840
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
-
-
-
i) 5th Kilometre Stone (precast)
4
-
4871
ii) Ordinary Kilometer Stone (Precast)
23
-
2842
iii)200m stone (precast)
89
-
799
Road safety and Traffic sign works
-
-
-
ii) 600 mm equilateral
120
-
3003
iii)600 mm circular
44
-
3361
Construction of Single Opening HPC NP3
-
-
-
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. I (i) Ordinary soil
56.886
-
256
Bedding for Pipe
(i) Type A (Concrete Cradle) Bedding
Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i)
(i) Nominal mix (1:2.5:5)
5.842
-
7846.95
Providing and Laying Plain/reinforced concrete in open foundation complete as per drawing and Technical specification clause 802,803,1202 & 1203. (ii) Nominal mix 1:3.6 (Hand mixing)
2.823
-
7657.13
Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clasue 1109. (A) In 1:4 cement mortar
31.276
-
5724.87
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. (B) 1000 mm dia
6.25
-
8785
Filter material behind retaining wall / breast wall as per Specification 1204.3.8 in a width of 600 m.
8.903
-
3657.6
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
5.776
-
1965.12
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
34.08
-
233.61
Five Years Maintenance
-
-
-
Ist Year
22.3
-
71552.75
IInd Year
22.3
-
79757.14
IIIrd Year
22.3
-
88781.98
IVth Year
22.3
-
98709.29
Vth Year
22.3
-
109629.34
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