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₹ 1,91,26,793
Costs
EMD
₹ 2,19,780Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CERWI_51894_2Bid 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) 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 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 specific ation & direction of the Engineer-in Charge
-
-
-
(i) In foundation
68.2
307047
4502.16
(i) In Sub Structure
191.54
882099
4605.3
Providing PCC plain cement concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MoRD and as per the direction of the Engineer-in-charge. (1:2.5:5)
-
-
-
M-15 Foundation
28.76
126626
4402.86
M-15 Sub-Structure
161.68
728530
4506
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
-
-
-
(i) In foundation
54.3
223479
4115.65
(ii) Upto bed
266.8
1125567
4218.77
RCC of design mix of M-250grade having specified characteristics compressive strength/ target mean strength of 250kg./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 hard granite course aggregate of 20mm. down graded.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)
-
-
-
Raft
270.1
1433852
5308.6
Wing Wall
10.37
119410
11514.95
Abutment & Pier
181.69
1188608
6541.96
Abutment & Pier Caps
9.8
73858
7536.55
Road Kerbs
19.81
180823
9127.91
Dirt Wall
1.8
15284
8491.37
Deck Slabs
177.82
1617315
9095.24
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 direction of Engineer-in-charge.
-
-
-
600mm dia (Single row)
30
67690
2256.36
1000mm dia (Single row)
60
307822
5130.38
RCC of design mix of M-200grade having specified characteristics compressive strength/ target mean strength of 200kg./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 hard granite course aggregate of 20mm. graded 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)
-
-
-
Appraoch Slab
18.15
89559
4934.39
Post & Railing
6.3
35658
5660.12
RCC of design mix of M-300grade 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 hard granite course aggregate of 20mm. down graded 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)
-
-
-
Wearing Coat
23.94
124940
5218.92
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)
652
4046494
6206.28
Providing 600mm thick filter media in the rear of abutment and wing walls with 5cm size and down graded hand broken granite metal of approved quality from approved quarry as per specification and direction of the Engineer-in-charge including cost, conveyance royalty and taxes of all materials T&P articles required for the work etc. complete.
35.9
81384
2266.98
Providing fitting & fixing expansion joints with saletex board as per MOST design & drawing including fitting, fixing & filling joints of wearing coat with bitumen joint filler 12 mm. thick & joint sealing compound at top including painting of exposed surface of M.S. covered plates with anticorrosive bitumanstic paint etc. with cost, conveyance taxes of all materials labour & T&P etc. complete in all respects as per specification & direction of the Engineer-in-Charge.
-
-
-
Laboour for Fitting
33.8
40
1.2
Cost of Salitex board & filter materials
26.7
27986
1048.2
Providing & laying tar paper of approved design & drawing & specification of Ministery of Transport Govt. of India filling the joints with approved joint sealing compound as per required for the work etc. complete.
43.55
636
14.61
Rough stone dry packing in aprons and revetments of desgned thickness on slope using 30cm and above size hard broken granite stones of approved quality free from weathering skin and from approved quarry including filling the interestices with small stones spalls etc. with cost, conveyance and royalty and with all leads and lifts and taxes of all materials and labour T&P etc. complete in all respects (the weight of each stone shall not be less than 50kg to 70kg) as per specification and direction of Engineer-in-charge.
567.42
1114066
1963.39
Gravel backing to revetments & slopes of road embankment with good latrite conveying of moorum from stacks stacked at work site or at approved stacking yard with cost, conveyance, royality and other taxes of all materials and cost of all labour T&P required for the work complete in all respects & as directed by the Engineer in Charge.
242.27
142474
588.08
Providing granular sub-base using gravel having 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 required 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
1369.86
1016737
742.22
Supplying and fixing of RCC Guard post of 150 mm dia and IM long in RCC (1:2:4) using 20mm down graded size h.g chips including all labours, materials ,carriage ,royality & taxes of etc. complete.
24
8494
353.93
Back filling behind abutment, wing wall & return wall with granular material including all cost, carriage, royality & labour as per specification & direction of the Engineer-in-Charge.
40
25240
631
Grouting in approns & revetments with 23mm deep with C.M(1:3:6)
300
67983
226.61
Earth work in all kinds of soil from approved borrow areas including all leads & lifts & carriage with mechanical means on properly prepared & scientifically approved surface including spreading leveling earth in 22.50 cm. layers to make ready for compaction with PRR to bring it upto OMC condition as per specification & direction of Engineer-in-Charge.
4376
577675
132.01
Earth work in all kinds of soil from approved borrow areas including all leads & lifts & carriage with Manual means on properly prepared & scientifically approved surface including spreading leveling earth in 22.50 cm. layers to make ready for compaction with PRR to bring it upto OMC condition as per specification & direction of Engineer-in-Charge.
10210
2423649
237.38
Clearing grass & removal of rubbish on both sides of the road to facilitate widening berms, disposal of stuff including all labours, T&P articles as per specification & direction of Engineer-in-Charge.
5688
9669
1.7
Fine dressing & turfing to the slopes of the dam with compacted dud grass with all leads & lifts as per specification & direction of Engineer-in-Charge.
6320
112622
17.82
Providing 75mm. compacting thickness metalling with following size of metal including cost, conveyance, royalty & taxes including cost of T&P articles required for the work etc. complete & labour for spreading & laying metal of all sizes in layers to proper camber & grade including hand packing & compacting with PRR conveying moorum from stacks,filling the interstics spreading the same over the metalled surface in required quantities watering,including carriage of water consolidating with PRR including hire & running charges of PRR & all other machineries cost & conveyance of water T&P articles excluding the cost of metal & moorum required for the work etc. complete as per specification & direction of the Engineer-in-Charge
-
-
-
IRC Grade - II
355.5
932398
2622.78
IRC Grade - III
355.5
943866
2655.04
Providing bituminous Tack Coat of bituminous materials @ 3.00kg/ 10 Sqm over primer coat including cleaning the existing mettaled with all cost,carriage, royality of all materials , hire & running charges of mechinaries, T & P etc complete as directed by the Engineer in charge and as per MORTH Technical Specification Clause No. 503 and 501.
4740
69346
14.63
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.
4740
727921
153.57
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.
4740
282835
59.67
Providing weep holes in the abutment & wing walls 8.00cm. X 23.00cm. size including metal spall backing 30cm X 30cm. size in rear complete as per the approved design & drawing including providing centering & shuttering with cost, conveyance, royality & taxes of all materials T&P articles etc. complete in all respects as per specification & direction of the Engineer-in-Charge.
149.2
15591
104.5
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