Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
₹ 14,77,700Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction of Road from Mondia Digirpam Road Br No 10 1 to Mourigaon including Cross Drainage Works and Routine maintenance of the works for five years
Description
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Contact
Tender Id
2018_CEASM_62405_19Bid Award Id
ViewTender No
CE/PMGSY/33/2017-18/15/Lot-3Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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BOQ Items
Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201
(B) Above 600 mm to 900 mm dia Hume Pipe
15
-
147
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
(i) Private Land
40017.37
-
155
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.
(i) Private Land
2860.16
-
209
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.
(A) By Mix in Place Method
ii) For Grading II Material
2930.09
-
2240.52
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.
3) Grading –III (A) By Manual Means.
1032.03
-
3312.74
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.
(i) Low Porosity
13751.43
-
41
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.
13751.43
-
11
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 508.2 OGPC (Cold mix)
13751.43
-
182
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
By Mechanical Means. Case - III : Type C. Bitumen (S-90).
13751.43
-
82
Reinforced cement concrete M 15 grade kilometer stone / local stone of standard design as per IRC: 8 and fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703.
ii) Ordinary Kilometer Stone (Precast)
4
-
2058
Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801
vi) 60cm x 60cm square
1
-
9007
Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801
ii) 60cm equilateral triangle
10
-
3897
Providing & fixing retro – reflectorised cautionary, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification Clause 801
iii) 60cm circular
5
-
5167
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6mm 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 75mm 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 coloue. All sections of framed posts and steel tube will primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1701.1.
1
-
19714
Providing and fixing of typical Citizens Information Board with Logo as per MORD specifications and drawing. Two nos. 1.6mm thick MS sheet duly welded with 5mm thick steel plate on back on edges. The 4 nos. steel plate will be welded horizontally with 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. The 2 nos. steel plate will be welded vertically to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly welded to vertical tubes. 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 coloue. 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
1
-
23890
Provision of Rumble stripes covered with premix carpet 15.2mm high and 250mm wide placed at 1m centre to centre at approved location to control speed, marked with white stripes of road marking paint OGPC
56
-
182
Provision of Rumble stripes covered with premix carpet 15.2mm high and 250mm wide placed at 1m centre to centre at approved location to control speed, marked with white stripes of road marking paint Painting
56
-
55
Supplying and dumping of Geo bags in loose (in slopes and dry bed without boat)
1923
-
261
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
124.92
-
71
Bedding for pipe
(i) Type A(Concrete cradle) Beddingwith M15 grade cement as per clause 1105 (i)
11.64
-
5286
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
3.84
-
5284
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 1109 A. 1:4 cement mortar
19.33
-
3413
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row 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.
(B) 1000 mm dia
Rate as per F-8
7.5
-
13976
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
II. In 1:3 cement mortar
28.31
-
3606
Plastering with cement mortar (1:3), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
32.21
-
126.6
Providing concrete for Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204
A. With Crushed Stone
I. PCC Grade M10, Nominal mix 1:3:6
17.5
-
5284
Providing concrete for Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204
A. With Crushed Stone
III. PCC Grade M20, Nominal mix 1:2:4
36.79
-
6354
Providing concrete for Plain/Reinforced cement concrete, in substructure complete as per drawing and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204
A. With Crushed Stone
III. PCC Grade M20, Nominal mix 1:2:4
36.79
-
6354
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
III. Random rubble masonry in 1:3 cement mortar
17.39
-
3512
Providing Weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing force complete as per Clauses 614, 709, 1204.3.7
25
-
182
Backfilling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Clause 1204.3.8 (i) Granular materials
16.26
-
1010
Providing and laying filter media with granular crushed aggregates as oer 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
15.96
-
1452
Providing and laying Reinforced cement concrete in superstructure complete as per drawing and technical specification Clauses 800, 1205.4, 1205.5
A. With Crushed Stone
IV. RCC M-25, up to height of 5m
22.75
-
7869
Supplying, fitting and placing TMT bar reinforcement (Fe-500) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 & 1202
1.82
-
66360
Reinforced cement concrete M- 15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and technical specification Clause 1704
478
-
505
Labour for dismantling all members of the timber bridge (except piles) and stacking them at sutiable places as directed (all members will be under custody of the contractor till taken over by the department )
74
-
850
Labour for taking out old piles of the bridge and stacking them at suitable place as directed.
88
-
1052
Earth work in excavation for foundation of structures as per drawings and technical specification clause 305.1, including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50m, dressing of sides and bottom and back filling in trenches with excavated suitable material. I.Ordinary soil (II) With dewatering (ii) 3.00m to 6.00m depth
776.19
-
127
Earth work in excavation for foundation of structures as per drawings and technical specification clause 305.1, including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50m, dressing of sides and bottom and back filling in trenches with excavated suitable material. I.Ordinary soil (I) Without dewatering (ii) 3.00m to 6.00m depth
471.38
-
113
Providing and construction of temporary island to accommodate pile rig and other assessories including casting of pile cap, all complete
(ii)Assuming depth of water 4.0m to 4.50m
3
-
41153
Providing and construction of one span service road to reach island location from one pier location to another pier location
100
-
2258
Providing and Laying Cutting edge of mild steel Weighing 40kg per metre for well foundation complete as per drawing and as per clause 1200&1900 of MORTH Specifications
6.26
-
103102
Plain/Reinforced Cement concrete, in Well Foundation complete as per Drawing and as per clause 1200,1500&1700 of MORTH Specifications A. Well Curb i. RCC M-25 Grade . Case I. Usuing Concrete Mixture
121.22
-
8708
Plain/Reinforced Cement concrete, in Well Foundation complete as per Drawing and as per clause 1200,1500&1700 of MORTH Specifications A. Well steining i. RCC M-25 Grade . Case I. Usuing Concrete Mixture
1141.68
-
7888
Plain/Reinforced Cement concrete, in Well Foundation complete as per Drawing and as per clause 1200,1500&1700 of MORTH Specifications A. Bottom plugging i. RCC M-25 Grade . Case I. Usuing Concrete Mixture
266.29
-
7676
Plain/Reinforced Cement concrete, in Well Foundation complete as per Drawing and as per clause 1200,1500&1700 of MORTH Specifications A. Intermediate plugging i. RCC M-25 Grade . Case I. Usuing Concrete Mixture
22.62
-
7350
Plain/Reinforced Cement concrete, in Well Foundation complete as per Drawing and as per clause 1200,1500&1700 of MORTH Specifications A. Top plugging i. RCC M-25 Grade . Case I. Usuing Concrete Mixture
19.64
-
7171
Plain/Reinforced Cement concrete, in Well Foundation complete as per Drawing and as per clause 1200,1500&1700 of MORTH Specifications A. Well cap i. RCC M-25 Grade . Case I. Usuing Concrete Mixture
200.44
-
7528
Sinking of 6.00M Dia external Well ( other than Pneumatic method of Sinking) complete as per drawing and as per MORTH Section no.1200 A. Sandy Soil. i)Depth below Bed Level upto 3.0m
6
-
4394
Sinking of 6.00M Dia external Well ( other than Pneumatic method of Sinking) complete as per drawing and as per MORTH Section no.1200 A. Sandy Soil ii) Beyond 3.0m upto 10.0m
14
-
6404
Sinking of 6.00M Dia external Well ( other than Pneumatic method of Sinking) complete as per drawing and as per MORTH Section no.1200 A. Sandy Soil iii) Additional Depth beyond 10m to 20m
16.02
-
8458
Sinking of 7.00M Dia external Well ( other than Pneumatic method of Sinking) complete as per drawing and as per MORTH Section no.1200 A. Sandy Soil. i)Depth below Bed Level upto 3.0m
6
-
6697
Sinking of 7.00M Dia external Well ( other than Pneumatic method of Sinking) complete as per drawing and as per MORTH Section no.1200 A. Sandy Soil ii) Beyond 3.0m upto 10.0m
14
-
9327
Sinking of 6.00M Dia external Well ( other than Pneumatic method of Sinking) complete as per drawing and as per MORTH Section no.1200 A. Sandy Soil iii) Additional Depth beyond 10m to 20m
17.44
-
12318
Sand filling in wells complete as per drawing and technical specifications as per MORTH Section no 1207
1007.68
-
1331
Supplying , fitting and placing TMT bar reinforcement in foundation complete as per drawing and Technical Specifications as per MORTH SECTION 1600 with Tata make TMT CRS (Fe 500 grade) rebar
86.74
-
72065
Supplying , fitting and placing TMT bar reinforcement in foundation complete as per drawing and Technical Specifications as per MORTH SECTION 1600 with Tata make TMT CRS (Fe 500 grade) rebar
37.32
-
72169
Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specification and removal of excavated earth with all lifts and lead upto 1000m.(Pile diameter-1000mm)
460
-
15399
Pile load test on single vertical pile in accordance with IS:2911 (Part-IV) a) Initial and routine load test
225
-
330
Providing and laying of PCC M15 levelling course 100mm thick below the pile cap as per drawing and technical specification of MORTH Section
19.11
-
5776
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification of MORTH Section 1100 & 1500 including steel shuttering formwork. B.RCC Grade M25 (i)Using concrete mixer
172.92
-
8450
Supplying , fitting and placing TMT bar reinforcement in foundation complete as per drawing and Technical Specifications clause 1000 & 1202.
50.9
-
72065
Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications Clauses 802,804,805,806,807,1202 and 1204. A.With crushed stone IV) RCC Grade M25
i)for height upto 5m.
445.59
-
7094
Supplying , fitting and placing TMT bar reinforcement in substructure complete as per drawing and Technical Specifications clause 1000 & 1202.
23.5
-
72169
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83(pt.II) section IX complete including all accessories as per drawing and Technical Specification
385920
-
1.15
Providing and laying Reinforced cement concrete in superstructure as per drawing and Technical Specifications Clauses 800, 1205.4 and 1205.5 A with crushed stone. ii. RCC Grade M-25 Grade
Case I Using concrete mixer
(ii) For T-Beam and Slab
(ii) Height above 5m up to 10m.
596.52
-
7885
Supplying , fitting and placing TMT bar reinforcement in super structure complete as per drawing and Technical Specifications as per MORTH section 1600 with Tata make TMT CRS (Fe 500 grade) rebar
105.84
-
70685
Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications clauses 800 and 1206.3. (A) With natural aggregate.
67.38
-
14137
Construction of precast RCC railing of M30 Grade aggregate size not exceeding 12mm, true to line and grade, tolerance of vertical Railing post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000mm leaving adequate space between vertical post foe expansion complete as per approved drawing and technical specifications
266.36
-
2140
Providing and laying a burried expansion joint, covered with 12mm thick, 200mm wide galvanised weldable structural steel plate as per IS:2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8mm dia. 100mm long galvanised nails spaced 300mm c/c along the center line of the plate, as per technical specification clauses 1207.2.3
59.15
-
1492
Providing and fixing in position 20mm thick pre moulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for horizontal movement up to 20 mm, covered with sealant complete as per drawing & Technical Specification
59.15
-
312
Drainage spouts complete as per drawings and technical specification clause.
44
-
8515
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. A. With granular material
671.07
-
1126
P.C.C. M15 ordinary grade (1:2.5:5) levelling course below approach slab complate as per drawing and Technical Specifications
13.96
-
5893
Reinforced Cement Concrete approach slab including reinforcement and formwork complate as per drawing and Technical Specifications with other ISI marked TMT grade rebar
27.9
-
13261
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302. I.Stone/Boulder
608.17
-
2099.3
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications
304.08
-
1332
Boulder apron laid in wire crates (Providing and laying boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS:280 & IS 4826 in 100 mm x 100 mm mesh (Weaved diagonally) including 10% extra for laps and joints.
745.74
-
2843.3
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