Pradhan Mantri Gram Sadak Yojana Tender
BidAssist is a very user-friendly website that helps us to explore all the new opportunities so as to achieve growth in our business. It helps us to attain all the information with respect to any e-tender the Arunachal Pradesh government has posted on its website in a very hassle-free manner.
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Housekeeping Services
Eprocure
Opening Date22 Sep 2023
Closing Date7 Oct 2023
Tender AmountRefer Documents
Costs
EMD
₹ 19,89,000Document Cost
₹ 15,000Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2023_CEAR_128262_1Bid Award Id
ViewTender No
AR1402006Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
... More
SETTING OUT
-
-
-
... More
a] Reference benchmark and working bench mark
10
-
-
... More
b] Reference Pillar
10
-
-
... More
c] Back Pillar.
501
-
-
... More
d] Job Pillar
80
-
-
... More
EARTHWORK IN ROAD FORMATION & Kutcha Side Drain
-
-
-
... More
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
57866.85
-
-
... More
Excavation in ordinary rock using mechanical means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.
23539.08
-
-
... More
Excavation in Hard rock in hilly area requiring blasting , by mechanical means, and disposal of excavated rock asper Clause 1603.2. a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.
16277.33
-
-
... More
Hume Pipe Clvt. 1000 mm dia.TYPE-I (As per IRC SP-20-2002 & SP :48-1998)
-
-
-
... More
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.
340
-
-
... More
Bedding for Pipe [ Type A ( Concrete Cradle ) Bedding ]
-
-
-
... More
Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i)
16.59
-
-
... More
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
18.59
-
-
... More
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 M 20 Nominal mix (1:2:4)]
8
-
-
... More
Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clasue 1109 [In 1:4 cement mortar]
166.81
-
-
... More
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106. [1000 mm dia]
25
-
-
... More
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
8.64
-
-
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 [Granular material]
111.46
-
-
... More
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 and technical specification Clauses 614, 709, 1204.3.7
80
-
-
... More
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
51.23
-
-
... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 [R.C.C grade M 20 For design mix RCC M 20]
14.27
-
-
... More
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
1.15
-
-
... More
Culvert 1.50, 2, 4 ,6 mtr. span, 3.13 mtr high (As per IRC SP-20-2002)
-
-
-
... More
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 material. 1.Ordinary Soil (i) Upto 3 Mtr. Depth
937.76
-
-
... More
Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. I (PCC grade M10)
-
-
-
... More
i) Nominal Mix 1:3:6
20.74
-
-
... More
Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (PCC grade M10)
-
-
-
... More
a) Foundation & Plinth
53.74
-
-
... More
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. CRM 1st Sort (i) 1:3
720.27
-
-
... More
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. CRM 2nd Sort (ii) 1:4
417.75
-
-
... More
Supplying, fitting and placing with MS bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. (The steel to be used should be from primary producer like TATA/SAIL/ESSER STEEL/JINDAL/SHYAM STEEL)
-
-
-
... More
a) MS Deformed Bars
4.6
-
-
... More
Back filling behind the abutment, wing wall and retain wall complete as per the drawing & technical specification.[Granular material] Rate as per item No. 12.10 of Chapter 12
122.77
-
-
... More
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
320
-
-
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. R.C.C grade M 20
103
-
-
... More
Providing and laying curtain walls complete as per drawing and technical specification Clause 1304. (III) Cement concrete grade M 10
5.76
-
-
... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. a) For nominal mix 1:2:4[hand mixing]
-
-
-
... More
a) For nominal mix 1:2:4[hand mixing]
1.53
-
-
... More
Plain/reinforced cement concreete in superstructure as per drawing and techanical specification Clauses 800,1205.4 and 1205.5 (RCC grade M25)
-
-
-
... More
a) For nominal mix 1:1.5:3[hand mixing]
1.14
-
-
... More
RCC Bridge 10 Mtr. clear span
-
-
-
... More
Abutment
-
-
-
... More
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 material.
-
-
-
... More
(i)Ordinary soil Upto 3 m depth
353.16
-
-
... More
(ii)Below water level Marshy soil
168.34
-
-
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
-
-
-
... More
P.C.C grade M 10[nominal mix 1:3:6]
35.32
-
-
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
-
-
-
... More
P.C.C grade M 15 [Nominal mix 1:2.5:5]
384
-
-
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
-
-
-
... More
R.C.C grade M 20
6.34
-
-
... More
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
48
-
-
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
-
-
-
... More
(i) Granular material
115.2
-
-
... More
Supplying, fitting, and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications Clauses 1002, 1005,1010 and 1202
5.58
-
-
... More
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) Section IX complete, including all accessories as per drawings and technical specification Clause 1207.1
84000
-
-
... More
RETURN WALL
-
-
-
... More
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 trnches with excavated suitable material.
-
-
-
... More
(i)Ordinary soil Upto 3 m depth
409.75
-
-
... More
(ii)Below water level Marshy soil
224
-
-
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
-
-
-
... More
P.C.C grade M 10[nominal mix 1:3:6]
40.98
-
-
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
-
-
-
... More
P.C.C grade M 15 [Nominal mix 1:2.5:5
369.13
-
-
... More
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
144
-
-
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
-
-
-
... More
(i) Granular material
162.24
-
-
... More
Supplying, fitting, and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
2.63
-
-
... More
DECK SLAB
-
-
-
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
-
-
-
... More
R.C.C. grade M 25 [for height upto 5Mtr]
55.53
-
-
... More
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
4.92
-
-
... More
Drainages spouts complete as per drawing and technical specification clause 1209.
16
-
-
... More
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
5.13
-
-
... More
Providing and laying a buried expansion joint, covered with 12 mm thick, 200 mm wide galvanised weldable structrual steel plate as per IS:2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8mm dia, 100mm long galvanised nails spaced 300mm c/c along the centre lne of the plate. as per technical specifications Clauses 1207.2.3
12
-
-
... More
Providing and fillling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight.
12
-
-
... More
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
45.6
-
-
... More
Construction of RCC guide posts of 250 mm dia M20 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2
14
-
-
... More
PAVEMENT
-
-
-
... More
SUBGRADE PREPARATION
-
-
-
... More
Loosening of the ground upto a level of 300mm below the sub grade level watering graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per technical specification Clause 303.5.2
14992.06
-
-
... More
EARTHEN SHOULDER
-
-
-
... More
Construction of sub-grade and earthen shoulders with approved material obtained from borrow pith with all lifts and leads, transportating to site, spreading , grading to required slope compacted to meet requirement of Table 300.2 with lead upto 1000 m as per technical specification clouse 303.1.
1994.02
-
-
... More
Granular Sub-base with Well Graded Material ( Clause Table 400.2) Grade-B(150 mm) :-
-
-
-
... More
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. i) Using naturally occuring gravel
6071.78
-
-
... More
CEMENT TREATED BASE COURSE (100 mm thick)
-
-
-
... More
Cement Treated Base (CTB) with 75% local & 25% borrow materials (a) For 5% quantity of cement by weight of soil.
3748.01
-
-
... More
PRIME COAT
-
-
-
... More
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 [Low porosity]
26061.39
-
-
... More
Tack coat:-
-
-
-
... More
Providing and applying Tack Coat with Bitumen Emulsion (RS-1)using emulsion distrubuter @ 0.25 to 0.30 Kg per Sqm. On prepared dry and hungry bituminus surface clean with hydraulic broom as per technical specification 503.
37480.14
-
-
... More
Mix Seal Surfacing
-
-
-
... More
Mix Seal Surfacing : Providing, laying and rolling of close-graded premix surfacing material of 25 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
26061.39
-
-
... More
C.C Side Drain [Trapizoidal Shape ] ( Cross section as per IRC SP-20-2002 -RRM , Page 113 , Fig. 6.2.c )
-
-
-
... More
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 material. (i) Upto 3m depth
36
-
-
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 803, 1202 ans 1203 [M -15 Plain base concrete]
7.2
-
-
... More
Stone Masonry work in cement mortar in foundation complete as per drawings and technical specification Clauses 702,704,1202 & 1204 [CRM in CM 1:5]
11.52
-
-
... More
Cement plaster 15 mm thick 1:4 on stone masonry
147.2
-
-
... More
ROAD FURNITURE:-
-
-
-
... More
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
-
-
-
... More
a). Ordinary 1 Km-stone (size - 66 X 35 X 25 cm)
10
-
-
... More
b) 5th Km. Stone (size 107.50x58x25cm)
2
-
-
... More
c) 200m stone (precost)
50
-
-
... More
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
18
-
-
... More
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
18
-
-
... More
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
-
-
... More
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
20
-
-
... More
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
60
-
-
... More
Providing and Fixing PMGSY Logo Board at starting point
-
-
-
... More
Providing and fixing of typical PMGSY Logo board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting 15cmx15cmx260cm above G.L.),(Size of board 1x 85cmx85cmx7.5cm, ) incl.earth work,and lettering with appropiate colour with required shade of approved quality ready mix paint.
1
-
-
... More
Providing and Fixing Title information Board of PMGSY Project(RCC)
-
-
-
... More
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 25cmx25cmx90cm below G.L. & 15cmx15cmx245cm above G.L.),(Size of board 2x 90cmx80cmx7.5cm, ) incl.earth work, finishing with 15mm pluster 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
-
-
... More
Providing and Fixing Citizen information Board of PMGSY Project(RCC)"A"
-
-
-
... More
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 25cmx25cmx90cm below G.L. & 15cmx15cmx245cm above G.L.),(Size of board 2x 90cmx80cmx7.5cm, ) incl. work, finishing with 15mm pluster 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
-
-
... More
Safety Devices and Signs in Construction Zones
-
-
-
... More
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.
-
-
-
... More
i) Men at work
4
-
-
... More
ii) Diversion
4
-
-
... More
iii) Road closed
4
-
-
... More
iv) Stop
4
-
-
... More
v) Slow
4
-
-
... More
vi) Speed limit
4
-
-
... More
Routine Maintenance
-
-
-
... More
First Year
-
-
-
... More
Second Year
-
-
-
... More
Third Year
-
-
-
... More
Fourth Year
-
-
-
... More
Fourth Year
-
-
-
... More
TOTAL
-
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements