Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date1 Mar 2025
Closing Date12 Mar 2025
Tender Amount₹ 4,00,64,000
Technical
Technical
Class Of Bidder
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The class eligibility requirements to bid or participate in this tender are "A" Class and "B" Class.
Bid Capacity
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The bid capacity required in the given tender is calculated using the formula: Assessed Available Bid Capacity = (A * N * 2) - B Where: A = Maximum value of Civil Engineering works executed in any one year during the last five years (updated to the current price level)
B = Value of current price level of the existing commitments & ongoing works to be completed during the next years
N = Number of years prescribed for completion of the works for which the bids are invited (for work completion period less than one year, the value may be taken as one) Additionally, the bid capacity required is also mentioned in terms of Earnest Money Deposit (EMD) and Bid Cost, with EMD required being Rs. 10,000.00 for each bid, and the Bid Cost varying for each work, ranging from Rs. 3,45,000.00 to Rs. 7,17,000.00. The total bid capacity required can also be calculated as the sum of EMD and initial security, with the initial security being a percentage (2% or 3%) of the cost of the work. For example, for a work with an estimated cost of Rs. 10,84,000.00, the initial security can be calculated as: Initial Security = (2% of 10,84,000) - 10,000 = 21,680 - 10,000 = 11,680 So, the total bid capacity required for this work would be: Total Bid Capacity = EMD + Initial Security = 10,000 + 11,680 = 21,680 Formulas for price adjustments due to changes in the rates of cement, steel, and bitumen are also provided: - Vc = 0.85xPc/100xRx(C1-C0)/C0 for cement
- Vs = 0.85xPs/100xRx(S1-S0)/S0 for steel
- Vb = 0.85xPb/100xRx(B1-B0)/B0 for bitumen And also for pipe and labor:
Vs= 0.85xPs/100xRx(S1-S0)/S0 Vb= 0.85xPb/100xRx(B1-B0)/B0 Vpi= 0.85xPpi/100xRx(P11-P10)/P10 VL= 0.85xP1/100xRx(L1-L0)/ L0 These formulas are used to calculate the increase or decrease in the cost of work due to changes in the rates of these components.
Technical Capacity
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The required prior work experience for the bidder involves having experience in works of similar type and magnitude. Details of such works are to be filled in Format-I. However, specific information on the required prior work experience, including values like amount and percentage of similar works completed, is not mentioned.
Costs
EMD
₹ 4,64,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CERWI_110486_9Tender No
CCERWCSBD Online - 18/2024-25Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Upto 600mm dia
22.5
285
6417.9
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600mm to 900mm dia
15
383
5757.45
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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by manual means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoSRT&H Specifications for Road & Bridge works (4th Revision)and as per the direction of engineer in charge.
18104.85
200
3636902.27
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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement as per MORD technical Specification Clause 301 and direction of the Engineer in Charge (excluding cost of excavation and transportation to site).
1441.38
50
72559.07
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Providing granular sub-base using moorum sand admixture CBR value not less than 20 & PI value not more than 6 mix with required proportion of sand of approved quality including cost, conveyance, royalty & taxes including cost of T&P articles required for the work etc. complete & labour for spreading moorum in layers not exceeding 23cm. thickness watering & compacting to the requried density at OMC with power road roller including cost & carriage of water, all T&P articles with hire & running charges of machineries such as PRR etc. required for the work complete in all respect as per specification & direction of the Engineer- in-Charge.
3344.73
805
2693444.17
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Providing , Laying, spreading and compacting graded stone aggregates in Wet Mix Macadam as per specification including premixing material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with paver in sub-base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406 of MORTH specifications for road & bridge works (4th revision) but excluding the charges of GST including cost conveyance required as directed by Engineer-in-Charge.
2644.1
2499
6608689.98
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Construction of un-reinforced, 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 25mm 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 form work 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, dowel bars near approaches to bridges and culverts (expansion joints), admixtures as approved, curing of concrete slabs for 14 days, curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.
179.01
6973
1248353.09
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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 0.60 kg/sqm using mechanical means and including cost conveyance & royality of all materials & cost of all labour & T&P required for the work hire charges of machinaries etc complete but excluding the charges of GST as per Technical specification clause 502 of MORD for low porosity surface but excluding the charges of GST etc complete as per specification & direction of Engineer-in-Charge.
17139.83
38
667939.18
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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH specification for road & bridge works (4th revision) etc complete but excluding the charges of GST etc complete as per specification & direction of Engineer-in-Charge.
17139.83
14
243214.19
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Providing & laying Semi Dense Bituminous Concrete with batch type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen ,transporting the hot mix to work site ,laying with a hydrostatic paver finisher to the required grade,level & allignment and rolling with smooth wheeled ,vibratory and tandem roller to achieve the desired compaction as per Clause 508 of MoSRT&H Specifications for Road & Bridge works (Latest Revision) but excluding the charges of GST etc complete including cost conveyance etc required as per specification & direction of Engineer-in-Charge.
428.49
10467
4485167.66
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Fine dressing and turfing to the slopes of the road embankment with compact dub gross transported by mechanical means as per the direction of the Engineer-in-Charge.
13443
28
385141.95
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Providing and laying of Interlocking Concrete Block pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.
765
634
485446.05
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Earth work in excavation of foundation & plinth in hard soil including levelling the bed etc complete as per the direction of Engineer in charge.
1545.68
270
418724.71
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Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m.
359.4
74
26854.37
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Providing and filling manually with selected sand in layers not exceeding 200mm thick including watering and compacting with all leads and lifts etc. For finished item of work as per Specification.
235.69
872
205634.81
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Providing and laying reinforced cement concrete pipe NP3 for culverts 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 of MoRD but excluding the charges of GST & as per direction of the Engineer-in-Charge.
-
-
-
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HPC 600 mm Dia
7.5
3114
23356.28
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HPC 1000 mm Dia
90
6864
617780.7
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Cement concrete of M-150 having maximum compressive strength of 150 kg./cm2 ( test to be conducted) on 150 mm. cubes tested at 28 days including curing (tests conducted in accordance with IS-456 & IS-516) & conforming to clause-302 of IRC 21/1987 using clean crusher broken hard granite coarse aggregate of 40 mm. size down grade of approved quality to be protested in the laboratory) obtained from approved quarry the proportion mix, grading conforming to relevant ISI/IRC codes pre-approved including arranging of reinforcement as per approved drawing including hoisting, lowering concrete in layers not exceeding 150 mm. thick each compacting with vibrator watering & curing for 28 days centering shuttering & finishing the exposed surface smooth providing grooves & beads where necessary including cost, conveyance royality & taxes of all labour machineries etc. required for the work complete in all respects including dismantling the centering & shuttering as per specification & direction of Engineer-in-Charge.
-
-
-
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Foundation
271.54
5739
1558522.84
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Upto Bed Level
888.49
5881
5225742.78
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Above Bed Level
271.72
5804
1577152.55
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Construction of precast RCC railing of M25 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
71.08
2324
165231.15
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RCC of design mix of M-25 grade having specified characteristics compressive strength/ target mean strength of 300kg./cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm. cubes at 28 days curing after mixing & tests conducted in accordance with relevant clauses of IS 456/IS 516/IRC 216/1987/IRC-78/1983 using crusher broken granite course aggregate of 20mm. .sizes & proportion as specified in clause-302.6.2 of IRC 21/1987 & IS-10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry & using minimum quantity of cement confirming to codal provision including hoisting, lowering & laying concrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering , shuttering & form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties and all other taxes of all materials with all leads & lifts, cost of all labour T&P & machineries etc. required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-Charge but excluding cost, conveyance of tor steel & binding wire & labour charges for straightening, cutting, bending, binding welding & tying the grills lapping spacing etc. where ever necessary & hoisting & placing in position ( to be paid separately as required for RCC works)
-
-
-
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Raft
94.47
8095
764826.29
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Abutment & Pier
85.05
8905
757448.5
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Deck slab
101
9201
929367.66
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Dirt wall
8.56
12159
104081.64
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R.C.C M-30 grade in wearing course using 20mm and down grade BHGCB chips of approved quality from approved quarry including hoisting lowering and laying in position in layers with proper packing and ramming by means of vibrator to proper slope and level including watering and curring with cost conveyance royality of all materials required for the work including all labour,T&P for the work etc complete but excluding the charges of GST in all respect as per the specification and direction of Engineer-in-charge.
8.23
7451
61322.97
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Supply of HYSD bars confirming to grade S-415 cutting bending, binding, lapping, splicing, welding etc. (conforming to ISI specification) & jointing if necessary by lapping & tying the grills & placing in position as required for RCC works as per the approved design, hoisting, lowering & laying position including cost & conveyance of tor steel & binding wires of 18 to 20 gauge(as to be approved by the Deptt.) etc. complete (weight of binding wire shall not be considered for payment at all which will be borne by the contractor (standard CO-efficient of different sizes of the steel shall be considered & welding & lapping should confirm to relevant clause of IRC-21/1987)
432.83
8801
3809696.08
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Back filling behind Abutments ,Wing walls & Return walls complete as per drawing &technical specification etc complete.
70.84
906
64237
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Providing gravel backing to revetments including cost, conveyance and royalty, taxes of all materials to the site, all labour, T & P complete as per direction of the Enginer-in-Charge.
30.62
950
29115.33
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Providing & laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600mm with 40mm metal providing over the entire surface behind abutment, wing wall, return wall etc. complete.
51
2625
133894.89
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Finishing wall surface with waterproof cement paint of aproved shade 2 coats including watering, curing,cost of all materials & labour etc.
834.88
46
38471.27
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Providing Rough Stone dry packing / pitching in approns and revetments for slope protection including cost and conveyance of all materials to site etc. complete (15cm and above)and as per the direction of Engineer in charge.
261.87
2373
621640.1
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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
283.34
143
40749.96
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Providing and fixing of typical Main 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 we be welded to 2 nos. 75mmX75mm of12 SWG sheet tubes posts duly embeded in cement concrete M-15 grade block of 450mm X450mmmm X600mm ,600mm below ground level. The top most diamond plate will be welded to middle plate by 47mmX 47mm of 12 SWG steel plate tube. All M.S will be stove embelded on both sides .Lettering and printing arrows border etc. will be painted with ready mixed synthetic enamelpaint of superior quality in required shade andcloure.All sections of framed posts and steel tube will be painted with primer and two coat of epoxy paint as per drawing clause 1701 and Annexure 1700.1
2
12062
24124.64
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Providing and fixing of typical Citizen Information board as per MORD specification and drawing. Three MS plates of 50 x 5 mm. thick, back plate duty welded with 75 mm dia steel tubes back on edges as per drawings. The upper and lowe plate will be welded with MS flat iron frame of 50mm x 5 mm. The steel tubes dully embeded in cement concrete M-15 grade blocksw of 600mm x 600 mm x 750 mm below ground level. All MS will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with redimixed synthetic enamel paint of superor quality in required shade and colour. All selection of framed posts and steel tubes will be painted with primer and two coats of epoxupaint as per drawing Clause 1701 and Annexure - 1700.1.
2
16044
32089.84
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Provision for Road sinage masonary structure for citizen information board,painting of 200 m & k.m stone etc complete and as per the direction of engineer in charge.
-
-
-
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Ordinary Kilometer stone
5
2439
12195.2
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200 mm stone
21
713
14979.51
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Semi-reflectorised Sign Boards
19
2247
42699.65
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200 mm dia RCC guard post.
176
825
145333.76
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Maintenance Work
-
-
-
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Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment ,level and slopes as per technical specification Clause 1902
-
-
-
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1 st Year
95.39
408
39004.97
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2 st Year
136.99
408
56015.21
... More
3 st Year
180.12
408
73651.07
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4 st Year
219.19
408
89626.79
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5 st Year
260.79
408
106637.03
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Making up loose of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903
-
-
-
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1 st Year
317.96
50
16136.47
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2 st Year
456.64
50
23174.48
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3 st Year
600.39
50
30469.79
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4 st Year
730.62
50
37078.97
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5 st Year
869.3
50
44116.98
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Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903
-
-
-
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1 st Year
317.96
20
6623.11
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2 st Year
456.64
20
9511.81
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3 st Year
600.39
20
12506.12
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4 st Year
730.62
20
15218.82
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5 st Year
869.3
20
18107.52
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Maintenance of BT road including filling up pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type B specification Clause 1904.2 ,1906
-
-
-
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1 st Year
317.96
342
108958.53
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2 st Year
456.64
342
156481.4
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3 st Year
600.39
342
205741.65
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4 st Year
730.62
342
250368.86
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5 st Year
869.3
342
297891.72
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Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908
-
-
-
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1 st Year
15
1713
25698.15
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2 st Year
15
1713
25698.15
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3 st Year
15
1713
25698.15
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4 st Year
15
1713
25698.15
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5 st Year
15
1713
25698.15
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Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as per drawings and technical specification Clause 1910
-
-
-
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1 st Year
4.97
1538
7645.45
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2 st Year
4.97
1538
7645.45
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3 st Year
4.97
1538
7645.45
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4 st Year
4.97
1538
7645.45
... More
5 st Year
4.97
1538
7645.45
... More
Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912
-
-
-
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1 st Year
4.97
893
4439.2
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2 st Year
4.97
893
4439.2
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3 st Year
4.97
893
4439.2
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4 st Year
4.97
893
4439.2
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5 st Year
4.97
893
4439.2
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Cutting of branches of trees and shrubs from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914
-
-
-
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1 st Year
45
176
7924.95
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2 st Year
47
176
8277.17
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3 st Year
49
176
8629.39
... More
4 st Year
51
176
8981.61
... More
5 st Year
53
176
9333.83
... More
Cutting of shrubs from the road way or with in R.O.W and disposal of shrubs to suitable locations as per technical specifications Clause 1914
-
-
-
... More
1 st Year
90
10
987.3
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2 st Year
92
10
1009.24
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3 st Year
94
10
1031.18
... More
4 st Year
96
10
1053.12
... More
5 st Year
98
10
1075.06
... More
Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914
-
-
-
... More
1 st Year
1787.82
3
6543.42
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2 st Year
2191.86
3
8022.21
... More
3 st Year
1851.07
3
6774.92
... More
4 st Year
3494.29
3
12789.1
... More
5 st Year
3898.33
3
14267.89
... More
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915
-
-
-
... More
1 st Year
150
33
4977
... More
2 st Year
150
33
4977
... More
3 st Year
150
33
4977
... More
4 st Year
150
33
4977
... More
5 st Year
150
33
4977
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