Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
₹ 5,75,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CERWI_102153_2Bid Award Id
ViewTender No
CCERWCSBD Online - 67/2023-24Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Excavation in Hard Rock (blasting prohibited by mechanical means) as per technical specificaation clause 302
3140.08
1328442
423.06
Excavation in soil in Hilly area by mechanical means including cutting & trimming of side slopes & disposing of excavated earth with a lift upto 1.5 m & lead upto 20 mtr as per technical specification clause-1603.1
9420.24
1222087
129.73
Fine dressing and turfing including transportation by mechanical means with all leads and lifts and placing of turfs in position and ramming with thapies including watering and cost of labour and all materials but excluding the charges of GST etc. complete as per the direction of the Engineer-in-Charge.
21600
561600
26
Construction of Granular Sub Base Grading III material as per table 400-1 spreading in uniform layers with moto grader on prepared surface, mixing by mix in place method with rotavator at OMC & compacting with vibrator roller to achieve the desired density complete as per clause 401 of Mo SRT&H specifications for Road & Bridge works ( 4th revision)
5140.67
8604299
1673.77
Supplying & filling moorum of approved quality including compaction to required density with all leads & lifts including cost, conveynance,royality& taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of EIC.
2025
1499613
740.55
Providing, laying, spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriag of mixed material by Tiper to site, laying in uniform layers with paver in sub base/base course on wel prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H specification for Road and Bridge works (4th Revision)
3182.63
7708425
2422.03
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.
20655
752668
36.44
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.
20655
267688
12.96
Providing and laying semi dense bituminous concrete with 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 with sensor control to the required grade, level and alignment, rolling with smooth wheelede, vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MoSRT&H Specifications for Road & Bridge works (4th Revision)
516.38
5105789
9887.66
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.
206.55
1283092
6212.02
Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge.
3453.19
714016
206.77
Filling sand-Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
759.52
540307
711.38
Plain Cement Concrete (1:3:6 nominal mix) in levelling course below Sub-Structure of Head walls as per drawings & Technical Specification Clause 1109
144.26
731262
5069.06
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.
-
-
-
1000 mm dia Single Row
120
750816
6256.8
Supplying, fitting and placing HYSD bar reinforcement complete as per drawings and technical specification Clauses 1000 and 1200 of MoRD and as per direction of the Engineer-in-Charge.
484.29
4298509
8875.9
PCC M-15 grade in foundation bed using 40mm to 10 mm size crushed stone aggregates mixed by concrete mixer laying in layers and compacting by vibrator & all leads and lifts as per approved drawing & technical specification and as per section 1700& 2100 of MORTH specification for road and bridge works (latest revision) but excluding the charges of GST including cost conveyance etc required as directed by Engineer-in-charge.
-
-
-
Foundation
409.34
2013072
4917.85
Sub-Structure
964.52
4880365
5059.89
Providing & laying Plain Cement Concrete M-20 Nominal Mix (1:2.4) in Foundation as per drawings & Technical Specification clauses 802,803,1202 & 1203 of MORD and as per direction of Engineer-In-Charge.
164.83
956399
5802.34
Providing & laying Plain Cement Concrete M-20 Nominal Mix (1:2.4) in Sub structure as per drawings & Technical Specification clauses 802,803,1202 & 1203 of MORD and as per direction of Engineer-In-Charge.
227.83
1354308
5944.38
R.C.C work of M-25 grade with 20mm and down grade black hard granite (crusherbroken) stone chips including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
-
-
-
Foundation
182.04
1127042
6191.18
Sub-Structure
99.24
778059
7840.18
Superstructure
266.94
2281506
8546.89
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.
22.73
141251
6214.32
Providing supplying fitting fixing of Salitex Board on the expansion joints for the bridge works complete for finished item of work as per clause 2600 of MOST (4th Revision)/ IRC sp. 20 - 2002 and direction of the Engineer-in-charge.
59.33
60022
1011.67
R.C.C. M25 For Railing using 12mm. size chips including centering, shuttering, cost conveyance, royality, taxes etc. of all materials complete.
80.8
182630
2260.28
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
250.66
415654
1658.24
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
83.77
176509
2107.07
Gravel Backing to Revetments/ underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
47.99
52748
1099.16
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 of MORD specification for Rural roads but excluding the charges of GST and as per direction of Engineer-in- charge.
234
25103
107.28
Reinforced cement concrete M15 grade Kilometer stone/ local stone of standard design as per IRC:8 fixing in position including painting & printing etc. as per the drawing &technical specification clause 1703 of MoRD but excluding the charges of GST and as per direction of Engineer-in-Charge.
-
-
-
Fixing of 5th. Km. Stone
1
3734
3734.19
Fixing of Km. Stone
5.7
12567
2204.74
Fixing or 200m Stone
28.5
18473
648.2
providing and fixing Guard post with 150 mm dia R.C.C made with R.C C of M15 including cost, conveyance etc complete as per direction of Engineer-in-Charge
640
531328
830.2
Supplying, fitting, fixing of roads sign board as per approve drawing including cost, conveyance, royality, taxes of all materials, labour, T & P etc. providing and fixing of retroreflectorised cautionary, mandatory and informatory sign as per IRC: 67-2010 made of A.C.P. (Aluminium composite panel) used for sign boards with a thermoplastic core of low density polyethylene (LDPE) between two thick sheets of aluminium with over all thickness of 4mm and aluminum thickness of 0.5mm on both sides as per requirement in table 6.1 of IRC-67/2010 and as per technical specifically of clause 801.3 supported on a mild steel angle iron post 75mm x 75mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 40cm x 40cm x 60cm. 60cm below ground level as per approved drawing including excavation, curring but excluding the charges of GST etc. complete as per MoRD Technical Specification Clause 1701 and as per direction of Engineer-in-charge.
-
-
-
Information signs
2
25673
12836.76
Providing and fixing of typical CITIZEN INFORMATION 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 and as per direction of EIC
2
12873
6436.71
Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 etc complete including cost conveyance etc required as per specification but excluding the charges of GST & direction of Engineer-in-Charge.
-
-
-
600mm dia circular ( Speed Limit)
12
24406
2033.85
800mm x600mm rectangular (For Place Indentification)
2
4336
2168.17
Restoration of rain cuts with soil, 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 drawings and MORD technical specifications Clause 1902 by manual means as per direction of the Engineer in charge
-
-
-
1st year
303.75
87495
288.05
2nd year
243
69996
288.05
3rd year
303.75
87495
288.05
4th year
243
69996
288.05
5th year
303.75
87495
288.05
Making up loss 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 MORD technical specification Clause 1903 as per direction
-
-
-
1st year
607.5
21396
35.22
2nd year
789.75
27815
35.22
3rd year
850.5
29954
35.22
4th year
880.88
31024
35.22
5th year
911.25
32094
35.22
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.
-
-
-
1st year
1417.5
19618
13.84
2nd year
1701
23541
13.84
3rd year
1312.2
18160
13.84
4th year
1630.13
22561
13.84
5th year
1984.5
27465
13.84
Repair to 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 C as per MORD technical specification Clause 503,508,510,1904 as per direction of the Enginee
-
-
-
1st year
1159.05
296415
255.74
2nd year
1390.87
355701
255.74
3rd year
1448.82
370521
255.74
4th year
1506.77
385341
255.74
5th year
1564.72
400161
255.74
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
-
-
-
1st year
23
29853
1297.98
2nd year
23
29853
1297.98
3rd year
23
29853
1297.98
4th year
23
29853
1297.98
5th year
23
29853
1297.98
Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910
-
-
-
1st year
5.7
6753
1184.82
2nd year
5.7
6753
1184.82
3rd year
5.7
6753
1184.82
4th year
5.7
6753
1184.82
5th year
5.7
6753
1184.82
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915
-
-
-
1st year
276
7087
25.68
2nd year
276
7087
25.68
3rd year
276
7087
25.68
4th year
276
7087
25.68
5th year
276
7087
25.68
Maintenance of 200 metre, km stones & 5th Km stones 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 of MORD
-
-
-
1st year
5.7
3744
656.88
2nd year
5.7
3744
656.88
3rd year
5.7
3744
656.88
4th year
5.7
3744
656.88
5th year
5.7
3744
656.88
Cutting of branches of trees 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 of MORD as per direction of the Engineer in charge.
-
-
-
1st year
35
4380
125.16
2nd year
31
3879
125.16
3rd year
23
2878
125.16
4th year
23
2878
125.16
5th year
23
2878
125.16
Cutting of shurb 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 of MORD as per direction of the Engineer in charge.
-
-
-
1st year
132
987
7.48
2nd year
126
942
7.48
3rd year
80
598
7.48
4th year
85
635
7.48
5th year
70
523
7.48
Triming of grass and weeds from the shoulder/berms and disposal the same to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge
-
-
-
1st year
1012.5
2581
2.55
2nd year
810
2065
2.55
3rd year
1012.5
2581
2.55
4th year
1012.5
2581
2.55
5th year
1215
3098
2.55
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