Pradhan Mantri Gram Sadak Yojana Tender
If you're looking for Rajasthan tenders online and are tired of typing tender ID over and again or going through the cumbersome government websites for it, you are in luck. We have collated every Eproc Rajasthan tender on BidAssist. And for any queries related to an e-tender Rajasthan, like bidding process, registration process, etc., are explained below. Read on.
Costs
EMD
₹ 11,59,720Document Cost
₹ 5,000Tender 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
2024_CERJ_136269_1Bid Award Id
ViewTender No
RJ04JANMAN06Tender 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
Documents
Procedure for online payment of tender fees and Bid Security (EMD) through SBI Bank Link
BOQ Items
Total
5.71
14426
-
Construction of reference bench mark (1 No.), working bench mark (4 Nos.) and
near all drainage structures and bridges (as per direction of Engineer-in-charge),
reference pillar/ burgees @ 50m interval on both side of formation width including
marking of centre line, setting out curves, recording of levels, white washing and
lettering etc. complete as per MORD specifications cl. 108.
-
-
-
L021-Bakanpura to Joga Kaloni
1.3
1
-
L034-Mudiyar to Baint
6.6
1
-
Total
7.9
53460
-
Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRD Specification Clause 301.5
-
-
-
L021-Bakanpura to Joga Kaloni
4345.45
1
-
L034-Mudiyar to Baint
25388.81
1
-
Total
29734.26
132
-
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 1000 m as per MoRD Specification Clause 303.1.
-
-
-
L021-Bakanpura to Joga Kaloni
4990
1
-
L034-Mudiyar to Baint
26189.25
1
-
Total
31179.25
132
-
Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete Earth, Sand, Lime, Morrum manure or sludge For 10
Km.
-
-
-
L021-Bakanpura to Joga Kaloni
4946.5
1
-
L034-Mudiyar to Baint
25113
1
-
Total
30059.5
74
-
Granular Sub-base with Well Graded Material (Table 400.1) Plant Mix Method
Construction of granular sub-base by providing well graded crusher borken material, mixing in a mechanical mix plant at OMC , carriage of mixed material to work site upto lead of 1000m spreading in uniform layers with Tractor Mount 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 MoRD Specification Clause 401. For Grading III Material
-
-
-
L021-Bakanpura to Joga Kaloni
260
1
-
L034-Mudiyar to Baint
1320
1
-
Total
1580
585
-
Granular Sub-base with Well Graded Material (Table 400.1) Plant Mix Method
Construction of granular sub-base by providing well graded crusher borken material, mixing in a mechanical mix plant at OMC , carriage of mixed material to work site upto lead of 1000m spreading in uniform layers with Tractor Mount 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 MoRD Specification Clause 401.
For Grading I Material
-
-
-
L021-Bakanpura to Joga Kaloni
737.67
1
-
L034-Mudiyar to Baint
4092.93
1
-
Total
4830.6
620
-
Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and MoRD Specification Clause 406. By Mechanical Means with 1 km lead
-
-
-
L021-Bakanpura to Joga Kaloni
540.05
1
-
L034-Mudiyar to Baint
3518.04
1
-
Total
4058.08
1183
-
Prime Coat
Low porosity
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 MoRD Specification Clause 502
-
-
-
L021-Bakanpura to Joga Kaloni
3558.95
1
-
L034-Mudiyar to Baint
23412.2
1
-
Total
26971.15
47
-
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 MoRD Specification Clause 503.
-
-
-
L021-Bakanpura to Joga Kaloni
3558.95
1
-
L034-Mudiyar to Baint
23412.2
1
-
Total
26971.15
14
-
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 Viscosity 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 MoRD Specification Clause 509
By Mechanical Means Type B
Bitumen (VG-30)
-
-
-
L021-Bakanpura to Joga Kaloni
3558.95
1
-
L034-Mudiyar to Baint
23412.2
1
-
Total
26971.15
148
-
Dry Lean Cement Concrete Sub- base
Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.
-
-
-
L021-Bakanpura to Joga Kaloni
112.5
1
-
L034-Mudiyar to Baint
131.25
1
-
Total
243.75
2428
-
Construction of panel concrete pavement M-40 grade for Ultra Thin white Topping (Thickness equal to or less than 100 mm) Construction of short paneled un reinforced, plain cement concrete pavement (Ultra Thin white Topping as per IRC : SP: 76-2015) :M-40 grade concrete over a prepared sub base or over bituminous surface (Existing bituminous surface prepared if necessary either by milling or leveling course to be done with BM / DBM / DLC to correct surface profile and to be paid separately) with Ordinary Portland Cement 53 grade confirming to IS:12269, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 31.5 mm , mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continMM long are to be used to keep the cell walls taut. Nylon thread or rope may be used to prevent collapse of cells during placement of concrete. Iron spikes to be taken out for use in other place as soon as the concrete is in place. Curing of concrete slabs for 14 - days, curing compound (where specified) and water finishing to lines and grade as per drawing and MoRD Specification of cell filled Concrete Pavement. MoRD Specification Clause 1501 including vaccum dewatering process with all required equipments asphalt pavement / soil/ aggregates / soil-aggregate mixture to the desir
-
-
-
L021-Bakanpura to Joga Kaloni
112.5
1
-
L034-Mudiyar to Baint
131.25
1
-
Total
243.75
7112
-
Earthwork in excavation for structures as per drawing and MoRD 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.Ordinary soil Upto 3 m depth
-
-
-
L021-Bakanpura to Joga Kaloni
493.33
1
-
L034-Mudiyar to Baint
1476.06
1
-
Total
1969.39
211
-
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6
-
-
-
L021-Bakanpura to Joga Kaloni
372.63
1
-
L034-Mudiyar to Baint
707.34
1
-
Total
1079.97
3255
-
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 R.C.C grade M 20
-
-
-
L021-Bakanpura to Joga Kaloni
492.15
1
-
L034-Mudiyar to Baint
1681.66
1
-
Total
2173.81
3771
-
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and MoRD specifications Clauses 1000 and 1202
-
-
-
L021-Bakanpura to Joga Kaloni
4.52
1
-
L034-Mudiyar to Baint
15.68
1
-
Total
20.2
73819
-
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. 1000 mm dia
-
-
-
L021-Bakanpura to Joga Kaloni
150
1
-
L034-Mudiyar to Baint
327.5
1
-
Total
477.5
4164
-
Construction of un-reinforced, without dowel bar, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound and water finishing to lines and grade as per drawing and MoRD Specification Clause 1501 including vaccum dewatering process with all required equipments
-
-
-
L021-Bakanpura to Joga Kaloni
150.23
1
-
L034-Mudiyar to Baint
315.92
1
-
Total
466.15
5083
-
Add extra for dowel Bar for Cement Concrete Pavement as per drawing and MoRD Specification Clause 1501
-
-
-
L021-Bakanpura to Joga Kaloni
450.69
1
-
L034-Mudiyar to Baint
947.76
1
-
Total
1398.45
68
-
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. 300 mm dia
-
-
-
L021-Bakanpura to Joga Kaloni
50
1
-
L034-Mudiyar to Baint
250
1
-
Total
300
819
-
Providing and laying pitching on slopes laid over prepared filter media as per drawing and MoRD specifications Clause 1302 Stone/Boulder
-
-
-
L021-Bakanpura to Joga Kaloni
8
1
-
L034-Mudiyar to Baint
40
1
-
Total
48
877
-
Providing and fixing of Reinforced Ferro cement Drain cover designed for class "AA" loading duly marked on cover with adequate steel reinforcement having thickness 75 mm to 150 mm anti- corrosive bitumen painted M.S. plate Rim and on M.S. lifting hooks admixture like plasticizer bond improving compound shrinkage resistance compound abrasion resistant complete as per approved design etc. for drain Opeining Size 300 to 450 mm Standard Drain Cover Size 600mm x 800mm x 75mm
-
-
-
L021-Bakanpura to Joga Kaloni
21.6
1
-
L034-Mudiyar to Baint
25.2
1
-
Total
46.8
1925
-
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia 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 drawings and MoRD Specification Clause 1701 900 mm equilateral triangle
-
-
-
L021-Bakanpura to Joga Kaloni
3
1
-
L034-Mudiyar to Baint
13
1
-
Total
16
4450
-
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia 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 drawings and MoRD Specification Clause 1701 600 mm equilateral triangle
-
-
-
L021-Bakanpura to Joga Kaloni
2
1
-
L034-Mudiyar to Baint
7
1
-
Total
9
2905
-
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia 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 drawings and MoRD Specification Clause 1701 600 mm circular
-
-
-
L021-Bakanpura to Joga Kaloni
1
1
-
L034-Mudiyar to Baint
7
1
-
Total
8
3915
-
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia 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 drawings and MoRD Specification Clause 1701 800 mm x 600 mm rectangular
-
-
-
L021-Bakanpura to Joga Kaloni
3
1
-
L034-Mudiyar to Baint
13
1
-
Total
16
545
-
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia 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 drawings and MoRD Specification Clause 1701 600 mm x 450 mm rectangular
-
-
-
L021-Bakanpura to Joga Kaloni
1
1
-
L034-Mudiyar to Baint
7
1
-
Total
8
3815
-
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia 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 drawings and MoRD Specification Clause 1701 600 mm x 600 mm square
-
-
-
L021-Bakanpura to Joga Kaloni
1
1
-
L034-Mudiyar to Baint
6
1
-
Total
7
4530
-
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
-
-
-
L021-Bakanpura to Joga Kaloni
1
1
-
L034-Mudiyar to Baint
2
1
-
Total
3
13610
-
Providing and fixing of PMGSY logo with definition plate (as per MORD design/drawing) 2mm thick MS plate framed to angle Iron 40x40x6mm including orange luminous colour paint on logo, size of diamand plate 600x600mm definition plate 900x250mm supported on MS post of angle Iron of size 65x65x6mm, 3m long stove enameled paint with hold fastfirmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRD Specification Clause 1700
-
-
-
L021-Bakanpura to Joga Kaloni
1
1
-
L034-Mudiyar to Baint
4
1
-
Total
5
4091
-
Providing and Erecting typical Maintenance information Board as per approved drawing & specification of MORD made of MS sheet of 1.6 mm thick of size 900mm x 1500mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mmx 600mm x 750 mm size below ground level as per enclosed drawings & as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border will be with ready mixed synthethic enamel paint of superior quality in required shade and colour etc complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per MoRD Specification.
-
-
-
L021-Bakanpura to Joga Kaloni
2
1
-
L034-Mudiyar to Baint
2
1
-
Total
4
14610
-
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 MoRD Specification Clause 1703 Ordinary Kilometer Stone (Precast)
-
-
-
L021-Bakanpura to Joga Kaloni
2
1
-
L034-Mudiyar to Baint
7
1
-
Total
9
1550
-
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 MoRD Specification Clause 1703 200 m stone (precast)
-
-
-
L021-Bakanpura to Joga Kaloni
6
1
-
L034-Mudiyar to Baint
27
1
-
Total
33
353
-
Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements.
-
-
-
L021-Bakanpura to Joga Kaloni
96.8
1
-
L034-Mudiyar to Baint
474.1
1
-
Total
570.9
529
-
Annual maintenance charges on pro rata basis as per fixed amounts
-
-
-
1st year
7.9
47404
-
2nd year
7.9
60649
-
3rd year
7.9
78077
-
4th year
7.9
91323
-
5th year
7.9
105962
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements