Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Meghalaya PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Bridge Construction
Eprocure
Opening Date11 Nov 2024
Closing Date9 Dec 2024
Tender Amount₹ 11,54,84,855
Costs
EMD
₹ 23,09,697Document Cost
₹ 12,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEMEG_137337_1Bid Award Id
ViewTender No
MG03III0104B2Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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Sand filling in Well- Sand filling in wells complete as per drawing and Technical Specifications.
997.76
2629
-
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Steel Cutting Edge for Well- Providing and laying cutting edge of mild steel weighing 40 kg per meter for well foundation complete as per drawing and Technical Specification
4.48
164236
-
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R.C.C. M35 Grade (Well Curb & Well Steining)- Plain/reinforced cement concrete in Well foundation complete as per drawing and Technical Specifications Clauses 1200, 1500 & 1700 MORT&H Specification
1369.1
16177
-
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P.C.C. M35 Grade (Bottom Plug)- Plain/reinforced cement concrete in Well foundation complete as per drawing and Technical Specifications Clauses 1200, 1500 & 1700 MORT&H Specification
240.2
16012
-
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P.C.C. M35 Grade (Top Plug)- Plain/reinforced cement concrete in Well foundation complete as per drawing and Technical Specifications Clauses 1200, 1500 & 1700 MORT&H Specification
25.12
12932
-
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R.C.C. M35 Grade (Well Cap)- Plain/reinforced cement concrete in Well foundation complete as per drawing and Technical Specifications Clauses 1200, 1500 & 1700 MORT&H Specification
238.78
13936
-
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Steel liner- Providing steel liner 10 mm thick for curbs and 6 mm thick for steining of wells including fabricating and setting out as per detailed drawing.
83.4
149217
-
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HYSD Bar- Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and Technical Specification Clause 1000 and 1202.
252.44
74613
-
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Sinking of Well (Upto 3.0 m)- Sinking of 6 m external diameter well (other than pneumatic method of sinking)through all types of strata namely sandy soil, clayey soil and rock as shown against each/ complete as per drawing and Technical Specification. Depth of sinking is reckoned from bed level.
12
8782
-
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Sinking of Well (3.0 m to 10.0 m)- Sinking of 6 m external diameter well (other than pneumatic method of sinking)through all types of strata namely sandy soil, clayey soil and rock as shown against each/ complete as per drawing and Technical Specification. Depth of sinking is reckoned from bed level.
28
12715
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Sinking of Well (10.0 m to 11.0 m)- Sinking of 6 m external diameter well (other than pneumatic method of sinking)through all types of strata namely sandy soil, clayey soil and rock as shown against each/ complete as per drawing and Technical Specification. Depth of sinking is reckoned from bed level.
4
13350
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Sinking of Well (11.0 m to 12.0 m)- Sinking of 6 m external diameter well (other than pneumatic method of sinking)through all types of strata namely sandy soil, clayey soil and rock as shown against each/ complete as per drawing and Technical Specification. Depth of sinking is reckoned from bed level.
4
14018
-
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Sinking of Well (12.0 m to 13.0 m)- Sinking of 6 m external diameter well (other than pneumatic method of sinking)through all types of strata namely sandy soil, clayey soil and rock as shown against each/ complete as per drawing and Technical Specification. Depth of sinking is reckoned from bed level.
4
14719
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Sinking of Well (13.0 m to 14.0 m)- Sinking of 6 m external diameter well (other than pneumatic method of sinking)through all types of strata namely sandy soil, clayey soil and rock as shown against each/ complete as per drawing and Technical Specification. Depth of sinking is reckoned from bed level.
4
15455
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Sinking of Well (14.0 m to 15.0 m)- Sinking of 6 m external diameter well (other than pneumatic method of sinking)through all types of strata namely sandy soil, clayey soil and rock as shown against each/ complete as per drawing and Technical Specification. Depth of sinking is reckoned from bed level.
4
16227
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Sinking of Well (15.0 m to 16.0 m)- Sinking of 6 m external diameter well (other than pneumatic method of sinking)through all types of strata namely sandy soil, clayey soil and rock as shown against each/ complete as per drawing and Technical Specification. Depth of sinking is reckoned from bed level.
4
17039
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Sinking of Well (16.0 m to 17.0 m)- Sinking of 6 m external diameter well (other than pneumatic method of sinking)through all types of strata namely sandy soil, clayey soil and rock as shown against each/ complete as per drawing and Technical Specification. Depth of sinking is reckoned from bed level.
4
17891
-
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Sinking of Well (17.0 m to 18.0 m)- Sinking of 6 m external diameter well (other than pneumatic method of sinking)through all types of strata namely sandy soil, clayey soil and rock as shown against each/ complete as per drawing and Technical Specification. Depth of sinking is reckoned from bed level.
4
18785
-
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Sinking of Well (18.0 m to 19.0 m)- Sinking of 6 m external diameter well (other than pneumatic method of sinking)through all types of strata namely sandy soil, clayey soil and rock as shown against each/ complete as per drawing and Technical Specification. Depth of sinking is reckoned from bed level.
4
19725
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Sinking of Well (19.0 m to 20.0 m)- Sinking of 6 m external diameter well (other than pneumatic method of sinking)through all types of strata namely sandy soil, clayey soil and rock as shown against each/ complete as per drawing and Technical Specification. Depth of sinking is reckoned from bed level.
4
20711
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Sinking of Well (20.0 m to 21.0 m)- Sinking of 6 m external diameter well (other than pneumatic method of sinking)through all types of strata namely sandy soil, clayey soil and rock as shown against each/ complete as per drawing and Technical Specification. Depth of sinking is reckoned from bed level.
4
22264
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Sinking of Well (21.0 m to 22.0 m)- Sinking of 6 m external diameter well (other than pneumatic method of sinking)through all types of strata namely sandy soil, clayey soil and rock as shown against each/ complete as per drawing and Technical Specification. Depth of sinking is reckoned from bed level.
4
23934
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Sinking of Well (22.0 m to 23.0 m)- Sinking of 6 m external diameter well (other than pneumatic method of sinking)through all types of strata namely sandy soil, clayey soil and rock as shown against each/ complete as per drawing and Technical Specification. Depth of sinking is reckoned from bed level.
4
25729
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Sinking of Well (23.0 m to 24.0 m)- Sinking of 6 m external diameter well (other than pneumatic method of sinking)through all types of strata namely sandy soil, clayey soil and rock as shown against each/ complete as per drawing and Technical Specification. Depth of sinking is reckoned from bed level.
3
27659
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R.C.C. M-35 Grade for Sub Structure (Upto 5.0 m height)- Providing and laying reinforced cement concrete in superstructure as per drawing and Technical Specification Clauses 800, 1205.4 and 1205.5.
237.05
14452
-
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R.C.C. M-35 Grade for Sub Structure (Height from 5.0 m to 10.0 m)- Providing and laying reinforced cement concrete in superstructure as per drawing and Technical Specification Clauses 800, 1205.4 and 1205.5.
71.34
15055
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HYSD Bar for Sub Structure- Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
66.57
76315
-
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Weepholes- Providing weep holes 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
336
525
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Back Filling by Granular materials- Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.
136.36
1989
-
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Back Filling by Sandy materials- Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.
323.7
3162
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Filter Media- Providing and laying of Filter media with granular
materials/stone crushed aggregates/brick aggregates
/river bed materials satisfying the requirements laid down in clause 2504.2.2 of MoRT&H Specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abu tment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
89.1
2675
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Elastomeric Bearing- Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) Section IX complete, including all accessories as per drawing and Technical Specification Clause 1207.1.
103230
1
-
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POT-PTFE Bearing- Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC : 83 Parts I & II respectively and other parts conforming to BS : 5400, Sections 9.1 & 9.2 and Clause 2006 of MORT&H Specifications complete as per drawing and approved Technical Specifications.
3600
360
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R.C.C. M-35 Grade for Super Structure (Height from 5.0 m to 10.0 m)- Providing and laying reinforced cement concrete in superstructure as per drawing and Technical Specification Clauses 800, 1205.4 and 1205.5.
318.99
15115
-
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HYSD Bar for Super Structure- Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
50.08
76315
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Wearing Coat- Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and Technical specification Clauses 800 and 1206.3.
38.43
28543
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R.C.C. Railing of M25 Grade- Construction of R.C.C. railing of M25 grade in cast in situ with 20 mm nominal size aggregate, true to line and grade tolerance of vertical railing post not to exceed 1 in 500, centre to centre spacing between vertical posts not to exceed 2000 mm as per drawing and Technical Specification Clauses 800, 900 and 1208.3.
139.74
4740
-
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Drainage Spouts- Drainage spout complete as per drawing and Technical Specification clause 1209.
18
1991
-
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PCC(M15) Below Approach Slab- P.C.C. M15 concrete ordinary grade (1: 2: 4) leveling course below approach slab complete as per drawing and Technical Specification Clauses 800 and 1211.
5.78
9349
-
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Filler Joint- Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification.
12.8
3195
-
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Filler Joint- Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
12.8
423
-
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Filler Joint- Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.
12.8
185
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Expansion Joint- Providing and laying of an elastomeric slab seal expansion joint complete as per approved drawing and approved specifications to be installed by manufacturer/ supplier or their authorized representative ensuring compliance to the manufacturer's instructions for installation and as per Technical Specification Clause 1207.2.5.
25.6
15464
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Pitching on Slopes- Providing and laying pitching on slopes laid over prepared filter media as per drawing and Technical Specifications Clause 1302.
477.2
2413
-
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Filter Material- Providing and laying filter material underneath pitching in slopes complete as per drawing and Technical Specification Clause 1302.
477.2
2910
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PCC Toe wall- Construction of toe walls for protection of slopes as per drawing and Technical Specification Clause 1302.5. I. P.C.C. M10 (Nominal Mix 1:3:6)
63.12
8937
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Citizen Information Board- Logo Board at starting point (As per fig. 107 of Road signage under PMGSY published by the NRRDA on Dec'06)
2
39046
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Temporary Island- Providing and constructing temporary island 16 m diameter for construction of Well Foundation for 8 m dia well as per drawing and Technical Specification Clause 1200 MORT&H Specification
1
663225
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Service Road- Providing and constructing one span service road to reach island location from one pier location to another location.
69.9
9269
-
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Clearing and grubbing road land for Approach Road- Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. of Specification of Rural Roads.
0.04
64936
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Construction of Embankment / Shoulder with Materials obtained from Borrow pits- Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
3200
659
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Construction of Embankment / Shoulder with Materials obtained from Borrow pits- Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
525
520
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Construction of GSB (Gr-II)- 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
168.75
3554
-
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Water Bound Macadam Base ; WBM Grading II- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
42.18
4869
-
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Water Bound Macadam Base ; WBM Grading III- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
42.18
4902
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Prime coat low Porosity- 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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
562.5
32
-
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Tack coat- Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
562.5
16
-
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Open-Graded Premix Surfacing using Bituminous (Viscosity grade Paving Bitumen / Modified bitumen) Binder and Mobile Hot Mix Plant (Light Duty)- Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm 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 either Type A or Type B or Type C as per Technical Specification Clause 508.
562.5
200
-
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Seal Coat (Type B)- Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510
562.5
66
-
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Excavation in Hard Rock (Blasting Prohibited)- Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5
50
690
-
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Good and Service Tax (18%)
0.18
-
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