Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date3 Oct 2023
Closing Date17 Oct 2023
Tender Amount₹ 5,04,11,535
Costs
EMD
₹ 10,10,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Mrl06-6.0 Km Point Deomali Hukanjuri Road To Dongrong
Description
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Contact
Tender Id
2023_CEAR_128490_1Bid Award Id
ViewTender No
AR904007Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Construction of Job pillers as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4
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EARTHWORK IN ROAD FORMATION Earthwork in excavation in soil n hilly area by mechanical means including cutting and trimming of sides slopes and disposing of excavated earth with a lift upto 1.5m and a lead upto 20m as per Technical Specification clause 1603.1
10854.16
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Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.
6188.56
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Construction of subgrade and earthen shoulders with approved material obtained from way cuttinging to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1.
2135.81
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PAVEMENT Granular Sub-base with Well Graded Material (Table 400.1)
By Mix in Place Method
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
Grading III
3055.12
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Cement treated Base Course (CTB)
Providing, laying and spreading soil on a prepared sub-grade, pulverising, adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base as per Technical Specification Clause 404.
2441.75
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Prime coat. Providing and applying of prime coat with bitumen emulsion(SS-1) on prepared surface of granular base i/c clearing of base surface and spraying emulsion at the rate of 1.2 - 1.5 kg per sqm. using mechanical means as per technical specification clause 502 (high porosity).
22637.64
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Item : 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.
22637.64
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Mix Seal Surfacing
Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509
By Manual means
Type A Bitumin (S-90)
22598.5
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CROSS DRAINAGE,PROTECTION WORK AND C.C DRAIN Earthwork in excavation for structures as per drawing and 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 materialtechnical specification Clause 305.( for drain & CD 1.50 mtr)
Ordinary soil
Upto 3 m depth
1150.2
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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.
I). P.C.C grade M 10
(I) Nominal mix 1:3:6
175.55
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Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
II) Coursed Rubble Masonry ii) In 1:3 Cement mortar.
595.06
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Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
II) Coursed Rubble Masonry ii) In 1:4 Cement mortar.
485.84
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204, III Random rubble masonry, iii In cement mortar (1:5)
115.07
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
I) Granular material
218.29
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing
626
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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
For height upto 5 m.
III) R.C.C. grade M 20
35
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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 20 ), Nominal mix (1:2:4)
9.36
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
I) R.C.C grade M 20
(I) Nominal mix 1:2:4 (a) End Pillar
4.99
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Providing & laying reinforced cement concrete in superstructure complete as per drawings and technical specification Clauses 800,1205.4 and 1205.5 II) R.C.C. grade M 25 (a) Deck slab (b) Kerb
65.06
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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as perb drawing and technical specifications Clauses 1002, 1010 and 1202. (The steel to be used should be from primary producer like TATA/SAIL/ESSER STEEL/ JINDAL/SHYAM STEEL).
4.61
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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(P.C.C grade M10), Nominal mix 1:3:6
155.4
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Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
74.55
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Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5, Random rubble masonry in case of stone pitching laid with cement mortar (1:5)
95.49
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Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9, Sand filling
179.56
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Construction of hill side drain in accordance with the requirement of specifications true to lines and grades. Dimesions and other particulars as per drawing and Technical Specification Clause 1606.1, (iv) Cement plaster 15 mm thick 1:4 on stone masonry
412.53
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Providing and laying wire created boulder structures boulder size 22.5 cm to 45 cm having 25 kg average weight for each i/c dumping/laying in S.W.G. Wire mesh of 10 cm x 10 cm (woven diagonally) 4mm dia i/c packing with small size stone spalls and carrying of boulders from a lead of 50 mtr and lift up to 1.5 mtr i/c lying properly the mesh by cutting the mouth and hoisting of wire where felt necessary as per direction of Engineer-in-Charge technical specifications Clause 1301. ( Based on SDB Rural Road Chapter-14, Item No.14.2)
165
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ROAD FURNITURE Providing and Fixing 'Logo' of PMGSY Project
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
1
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Providing and Fixing Title information Board of PMGSY Project(RCC)
Providing and fixing of typical PMGSY Citizen information sign board as per MORD specifications and drawing of cast-in-situ RCC, (size of RCC post 25 cm x 25 cmx 90 cm below G.L. & 15 cm x 15 cm x 24 cm above G.L.), (size of board 2 x 90 cm x 80 cm x 7.7 cm) incl. earth work, finishing with 15 mm plaster 1 : 4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint.
1
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Safety Devices and Signs in Construction Zones
Provision and fixing of traffic signs for limited period at suitable locations in construction zone comprising of warning zone, approach transition zone, working zone and terminal transition zone with a minimum distance of 2-3 m from the edge of the carriageway. The bottom edge of the lowest sign plate to be not less than 2 m above the road level, fixed on 600 mm x 600 mm x 6 mm angle iron post, founded and installed as per approved design and drawings, removed and disposed of after completion of construction work, all as per IRC:SP:55-2001.
a) Traffic sign ahead
4
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a) Men at work
2
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b) Road closed
2
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c) Stop
2
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d) Slow
24
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e) Speed limit
4
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f) Traffic sign ahead
4
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g) Loose chippings
2
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h) Don't enter
2
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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
a]5th Kilometre Stone (precast)
1
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b] Ordinary 1 Km. stone (Size - 66 x 35 x 25 cm)
6
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Routine Maintenance
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First Year
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Second Year
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Third Year
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Fourth Year
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Fifth Year
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GST
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Add GST @ 18%
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