Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Opening Date26 Dec 2018
Closing Date11 Jan 2019
Tender Amount₹ 2,90,59,761
Costs
EMD
₹ 3,27,810Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CERWI_51894_3Bid Award Id
ViewTender No
Online N.C.B. No-142Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Cement concrete (1:3:6) using 40mm size hand broken hard granite metal in foundtion including cost carriage and royality anda taxes of all mataeriaals etc complete as per specification and direction of the Engineer in charge.
-
-
-
A)Foundation bed without dewatering
68.2
337864
4954.02
B) In foundation with dewatering
231.6
1171240
5057.17
Cement concrete (1:2.5:5) using 40mm size hand broken hard granite metal in foundtion including cost carriage and royality anda taxes of all mataeriaals etc complete as per specification and direction of the Engineer in charge.
-
-
-
A)Foundation
12.86
62743
4878.97
B)Sub-Strucrure
105.23
524267
4982.11
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, concret
-
-
-
A)1000mm dia HP NP3
22.5
115304
5124.65
B)600mm dia H.P.NP3
15
33793
2252.93
Plain Cement concrete M-15 using 40mm down graded size crusher broken hard granite broken ahrregate 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 vibrator 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 specification & direction of the Engineer-in Charge
-
-
-
a)In Foundation
34.88
159743
4580.45
b)Upto Bed
277.3
1298753
4683.57
R.C.C M20 using 20mm down graded (Crusher broken) hard granite chips in superstructure above ground level including cost carriage royalty and taxes of all materials T &P articles etc.complete as per specification and direction of the Engineer in charge.
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-
-
A) Approach slab
18.15
98882
5448.05
B) R.C.C Post and Guard post
8.9
54946
6173.78
R.C.C.M-25 using 20mm down graded (Crusher broken) hard granite chips in foundation & plinth upto a depth of 1.50 m below ground level and upto a height of 1.5 m above ground level bed including cost carriage royalty and taxes of all materials T &P articles etc.complete as per specification and direction of the Engineer in charge.
-
-
-
A) Raft
400.8
2348800
5860.28
B) Pier and Abutment
315.76
2240165
7094.52
C) Column ,wing wall,Tie beam
11.19
135070
12070.67
D) Dirt wall
3.3
29849
9045.17
E) Deck slab
266.72
2629488
9858.61
F) Abutment & Pier cap
14.8
119728
8089.75
h)Road Kerbs
16.51
159851
9682.12
R.C.C M30 using 20mm & down graded (Crusher broken) hard granite chips in superstructure above ground level including cost carriage royalty and taxes of all materials T &P articles etc.complete as per specification and direction of the Engineer in charge.
-
-
-
A)Wearing Coat
33.77
194949
5772.87
Supply of HYSD bar conforming to grade Fe 415 cutting bending binding lapping spacing welding etc(conforming to ISI specification)and jointing if necessary by lapping and tying grills and placing in position as required for RCC works as per the approved design hoisting lowering and laying in position including cost and conveyance of tor steel and binding wires of 18 to 20 gauge ( as to be approved by the department) etc complete( weight of binding wire shall not be considered for payment at all which to be borne by the contractor (standard coefficient of different sizes of the steel shall be considered and welding and lapping should conform to relevant clause of IRC 21/1987)as per direction of the Engineer - in charge.
988
6155971
6230.74
Supplying and fixing 15cm dia 1.00m long Guard Post of R.C.C.(1:2:4) using 3.50kg of steel for each Guard Post with 12mm size black hard grinite stone chips mterials centering ,shuttering and watering carrying etac. Complete.
24
8736
364.04
Providing 600mm thick filter media in the rear of abutment and wing walls with 5cm size h.g metal of approved quality from approved quarry including cost,conveyance,royalty and taxes of all materials & T&P articles required for the work etc.complete as per specification and direction of the Engineer-in-charge.
43.3
109584
2530.83
Providing weep holes in abutment and wing walls 8mm x 23mm size including metal spall backing 30cm x 30cm in rear complete as per approved design and drawing including providing centering and shuttering with cost conveyance and royality and taxes of all materials T&P articles etc complete in all respect as per specification and direction of the Engineer - in charge.
149.2
15752
105.58
Back filling wth granular materials including all cost conveyance and royalty and taxes of all materials etc.complete as per specification and direction of the Engineer in charge.
285.47
167879
588.08
Providing fitting and fixing expansion joints as per approved design and specification of Minisrty of transport Govt.of India including cost of fitting and filling the joints with typical salitex jointing compound and sealing compound or any other equivalent approved materials (including cost of salitex board) all labour T & P articles required for the work etc.complete as per specification and direction of the Engineer-in-charge.
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-
-
i) Labour for fitting
50.7
60
1.2
ii) Cost of Salitex board & filler materials
40.05
41983
1048.2
Providing , driving z sheet piling including all cost , carriage & royality etc complete
541.61
4759706
8788.07
Providing fitting fixing tar paper on abutment and piers etc.complete as per specification and direction of the Engineer in charge.
65.64
959
14.61
Rough stone dry packing in appron and revertments with hard granite stone 30cm & above size including cost carriage royalty T&P articles required for the work and taxes of all materials etc.complete as per specification and direction of the Engineer in charge.
757.34
1653477
2183.27
Gravel backing the back of abutment and to revertment and approns etc including cost,conveyance,royalty and taxes of all materials etc.complete as per specification and direction of the Engineer in charge.
54.5
34389
631
Grouting approns and revertment 23cm. Deep with C.C.(1:3:6) with cost ,conveyance,royalty using 2.5cm. Size h.g metal etc.complete as per specification and direction of the Engineer in charge.
300
72159
240.53
Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201.etc complete as per specification and direction of the Engineer-in charge.
4950
8415
1.7
Construction of emabnkment with approved materials obtained from borrow pit with a lift upto 1.5m transporting to site, spreading,grading to required slope and compacting to meet requirement of tables300.1 and 300.2 with a lead upto 1000m & as per theTechnical specification caluse 301.5 including royalty ect.complete as per the direction of the Engineer-in-charge.
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-
-
A) by Mechanical means
3719
490945
132.01
B) By Manual
8677
2059746
237.38
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 KN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402.etc complete as per specification and direction of the Engineer-in charge.
1192.13
968732
812.61
Providing ,laying ,spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing ,rolling with three wheel 80-100 KN static roller in stages to proper grade and camber applying and brooming crushable screening in Grading 'B' to fill up the interstices of coarse aggregate,watering and compacting to the required density including cost,lead lift royality and taxes of all meterials required for the work ,all labour & T&P required as per Technical Specification Clause 405 of MORD by manual means etc. complete and as per the direction by the Engineer-in-charge.
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-
-
A)W.B.M.-GRADING -II
309.38
893746
2888.83
B)W.B.M. -GRADING -III
267.19
780486
2921.09
Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor @ 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with hydraulic broom as per Technical Specification Clause 503.etc complete as per specification and direction of the Engineer-in charge.
3562.5
51976
14.59
Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion 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 of Type C as per Technical Specification Clause 508.etc complete as per specification and direction of the Engineer-in charge.
3562.5
574845
161.36
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510etc complete as per specification and direction of the Engineer-in charge.
3562.5
220376
61.86
Coment concrete (1:1.5:3) using 20mm down graded chips including hoisting, laying etc complete . ( For Conrete Road)
142.5
968773
6798.41
Fine dressing & turfing to the slopes of the dam with compacted dub grass with all leads & lifts as per direction of Engineer-in-Charge
4750
84645
17.82
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