Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date3 Apr 2023
Closing Date24 Apr 2023
Tender Amount₹ 6,53,23,000
Costs
EMD
₹ 6,53,300Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CERWI_87417_5Bid Award Id
ViewTender No
CCERWCSBD-Online 53/2022-23Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Sinking of single circular well specified external diameter through all types of strata namely sandy soil, clayey soil & rock as shown against each case complete as per drawing & technical specification section 1200 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Enginer-in charge. (Depth of sinking is reckoned from bed level.
(Payment will only be made for sinking of the well & other items required for the well sinking operation is only incidental & no payment will be
made for such items)
-
-
-
A) In all kinds of Soil up to 10.00 m
-
-
-
i) For 7.5m dia abutment wells
20
425268
21263.43
ii) For 6.5m dia. pier wells
22.95
396447
17274.4
B) In all kinds of Soil 11th Successive meter depth
-
-
-
i) For 7.5m dia abutment wells
2
43073
21536.97
C) In all kinds of Soil 12th Successive meter depth
-
-
-
i) For 7.5m dia abutment wells
1.62
35333
21810.53
2) In Soft Rock
-
-
-
a) For 7.5m dia abutment wells
3.6
845432
234842.25
b) For 6.5m dia. pier wells
7.53
1328236
176392.62
3) In Hard Rock
-
-
-
a) For 7.5m dia abutment wells
1.2
566421
472018.11
b) For 6.5m dia. pier wells
1.8
638168
354538.04
RCC of grade M-25 grade in well curb/Well steining as per approved drawing and technical specifications as per Section 900, 1000, 1200, 1500, 1700,2200 &
2700 of Ministry of Road Transport & Highways (5th Revision) & and as per direction of the Engineer-in-charge.
-
-
-
(i) Well curb
60.8
568016
9341.76
(ii) Well Steining
278.07
2293788
8249.05
(iii)Railing & Posts
193.96
423375
2182.8
RCC of grade M-20 grade in Well steining as per approved drawing and technical specifications as per Section 900, 1000, 1200, 1500, 1700,2200 &
2700 of Ministry of Road Transport & Highways (5th Revision) & and as per direction of the Engineer-in-charge.
-
-
-
(ii) Well Steining
651.9
5141395
7886.75
Providing RCC of grade M-30 in substructure, well cap, i.e. girders, dirt wall, approach slab, return wall, abutment & pier shaft caps etc. including cost, conveyance, royality of all materials including watering, curing, centering, shuttering etc complete as per approved drawing and technical specifications as per Section-900, 1000,1200, 1600, 1700,2200, 2702, 2703 & 2704
of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.
-
-
-
Abutment & Pier cap
17.21
139637
8112.3
Dirt walls
12.87
118422
9205.05
Super structure
373.79
8693561
23258
Wearing coat
54.55
343183
6291.05
Well Caps
278.45
2258829
8112.3
Abutment & Piers Shaft,
285.37
1990170
6974
Wing walls& Tie Beam
3.92
49597
12665.35
Approach Slab
17.33
101104
5835.75
PCC of grade M-15 with 10% extra cement for bottom plugging of abutment & pier wells as per approved drawing and technical specifications as per Section-900, 1000, 1200 & 1700 of MoRT&H specifications for Road & Bridge works (5th Revision)and as per direction of the Engineer-in-
charge.
-
-
-
(i) Bottom plugging
339.23
1622913
4784.11
Cement concrete (1:3:6) in foundation & plinth with 4cm. crusher broken granite metal of approved quality from approved quarry including hoisting lowering & laying in layers not exceeding 150mm. thick with proper packing & ramming each layer of concrete by means of vbrator
,providing groove & beads where necessary including curing, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance royality & taxes of all material required for the work including supplying & working pumps, T&P articles finishing the exposed surface smooth as per specific ation & direction of the Engineer-in Charge
56.46
265873
4708.98
Providing of P.C.C M-15 grade in foundation & pilnth wall, i.e. Toe wall/ Retaining Wall/ RCC slab/ HP/ RCC Box cell culvert and other structures as per approved drawing and technical specifications complete in all respect as per Section 900, 1000, 1500 & 1700 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
-
-
-
Retaing wall Foundation
418.59
1917941
4581.91
Retaing wall /HPC Sub Structure
46.11
215978
4683.67
PCC of grade M-15 for top plugging of abutment and pier wells as per approved drawing and technical specifications as per section-900, 1000, 1200 & 1700 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-charge.
47.62
212837
4469.4
Providing ,Cutting, Bending, Binding, Straightening, Placing HYSD bars confirming to grade Fe500D satisfying to IS-1786-1985 in bridge work, retaining walls etc as per drawings and technical specification and as per Section.900, 1000, 1200, 1600,2100, 2200, 2300
& 2700 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.
2156.39
18840266
8736.96
Providing, filling clean sand of approved quality inside the wells & in road work for construction of drainage layer and foundation trenches of structures in uniform layers, watered and rammed/ compacted as per approved drawing and technical specifications complete in all respect as per Section 900, 2100 and Clause 401 & 304 of MoRT&H specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in- Charge.
88.54
29360
331.6
Supplying, fitting, fixing in position Neoprene bearing of approved design & specification at the designed level including fixing with resin of required grade & strength/ holding down bolts of standard specification including cost conveyance taxes of all materials with cost of all labour T&P & other machineries required for the work complete in respects as per direction of the Engineer-in-Charge. The bearing should confirm to the latest MOST specification & IRC codes & should be tested before use( test certificate to be furnished)
307200
310272
1.01
Providing, fitting and fixing strip seal expansion joints as per approved drawing and technical specifications as per Section 2600 of MORT & H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-
charge.
42.25
389797
9225.97
Providing rough stone dry packing in aprons and revetments, stone pitching in slopes and boulder apron of CD works etc with hard granite stone of size 30 cm (minimum) and above and weighing not less than 40Kg/each as per approved drawing and Section 2500 (Clause 2504) of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P,royalty etc complete in all respect and as per direction of the Engineer-in-charge.
392.1
712926
1818.24
Providing weep holes in abutment, wing wall, return wall and retaining wall etc with 100mm dia
A.C. pipe as per approved drawing and technical specifications as per Section 2200, 2700 (Clause 2706) of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.
324.8
44887
138.2
Back filling behind abutment, wing wall & return wall complete as per approved drawing and technical specifications complete in all respect as per section 900,1000 & 2500 of MoRT&H specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) including cost & conveyance of all materials, labour, T&P, royality etc complete & as per direction of the Engineer-in-Charge.
-
-
-
Granular Material
140.7
91962
653.62
Sandy Material
1088.15
720530
662.16
Providing and fixing R.C.C. M-20 grade guard posts of 1200mm height and 150 mm diameter including cost of steel reinforcement for finished item of work as per approved drawing and technical specifications complete in all respect as per Section 800, 900, 1000, 1500, 1600 & 1700 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.
104
85988
826.81
Providing C.I. grating to holes in deck slabs size upto 15 cm dia for drainage of water including cost of materials & T&P required for the work as directed by the Engineer-in-Charge.
56
2457
43.89
Providing and laying of filter media/ metal spall backing in the rear side of retaining wall,abutment etc using hard broken granite stone aggregate (50mm size) to the required thickness with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment and retaining wall/ wing wall of bridge works etc to the full height compacted to a firm condition complete as per approved drawing and technical specifications as per Section 900 & 2500 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in Charge.
59.48
120933
2033.25
Painting two coats of water based cement paint of approved quality on new concrete surface at any elevation including cost of painting , all materials, T&P required for the work complete for the finished item of work as per technical specifications as per Section 800 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-
Charge.
2102.47
340137
161.78
Levelling the D.I/Soft/Hard rock including hard granite surface under wells for piers & abutments under water including chiseling the rock surface by engaging divers & provision of key trenches & provision of drilling, providing anchor rods as per specification, grouting etc. if required as per section 1200 of MoRT&H specification for Road & Bridge works (5th Revision) and as directed by the Engineer-in-Charge & all other arrangements to work inside water including cost of lifting & stacking the excavated materials away from the working area as directed by Engineer-in-Charge including cost & hire charges of all labour, T&P & other machineries required for the work complete in all respect.
196.15
30954
157.81
Labour for fitting and fixing anchor bars as per drawing with 25mm to 32mm dia of 3.00 meter long to the foundation of piers/abutment of bridge work to the required depth in all types of rock after drilling holes, grouting with epoxy cement or cement mortar in required proportion as per approved drawing and technical specifications of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-charge including cost conveyance with all leads and lifts and T&P and all other machineries with cost of all labour etc. required for the work complete in all respect as directed by the Engineer-in-charge (Excluding cost of steel).
262
24300
92.75
Construction of embankment with approved material obtained from borrow pits with all liifts and leads, transporting to the site by mechanical means within a lead of 05kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoSRT&H specifications for Road & Bridge
works (04th Revision).
7672.5
1016759
132.52
Loosening of the ground upto a level of 500 mm below the sub grade level, watered, graded and compacted in layers to meet requirements of table 300 - 2 for sub grade construction & clause 305 of MoSRT&H specifications for road & bridge works(4th revision).
2325
70889
30.49
Providing, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing the 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/base course on well prepared surface & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision)
1000.8
3083544
3081.08
Construction of granular sub-base by providing Close graded Granular subbase Grading-III material as per table 400-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density complete as per Clause 401 of MoSRT&H Specifications for Road & Bridge works (4th Revision)
1173.41
1938320
1651.87
Construction of Granular Sub Base by providing well graded material, spreading in uniform layers with motor graded on prepared surface , mixing by mix-in-place method at OMC and compacting with smooth wheel roller to achieve the desired density etc complete.
187.5
150853
804.55
Providing and applying primer coat to prepared surface of granular base with slow setting bitumen emulsion (Grade S.S.-1) as per technical specifications Section 900 and Clause 501.5.2, 502 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.
5560
130715
23.51
Providing and applying tack coat on the prepared bituminous surface using rapid setting bitumen emulsion (Grade R.S.-1) as per technical specifications as per Section 900 and Clause
501.5.2 & 503 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.
5560
66998
12.05
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using S-60/70 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat as per Technical Specification Clause 508 of MoRD including cost, lead, lift royality and taxes of all materials, hire & running charges of mechinaries , T &P etc complete and as per direction of the Engineer -in- charge.
5560
826494
148.65
Providing & applying premix seal coat using 0.06 cum of 6mm. Size chips & down graded as per sieve analysis & good river sand & 6.8 kg. of bitumen for 10sqm including hire & running charges of mechinaries , labour, T&P required for the work as per specification & direction of
Engineer-in-Charge.
5560
421281
75.77
Providing laying R.C.C. Hume pipe NP3 class for culverts including fixing collar with cement mortar 1:2 but excluding excavation, protection work, backfilling,concrete and masonry work in head walls and parapets clause 1106 of MORD specification for Rural roads and as per irection of Engineer-in charge.
22.5
113558
5047.04
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