Pradhan Mantri Gram Sadak Yojana Tender
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Contact
Tender Id
2019_CEASM_73021_1Bid Award Id
ViewTender No
AS-11-693Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
1959.16
-
79
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
4582.23
-
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
2987.52
-
2026.5
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 2) Grading -II (A) By Manual Means.
1107.07
-
2710.76
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.
1106.65
-
2744.4
Providing and applying primer coat with bitumen emulsion (CSS-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
12830.88
-
41
Providing and applying tack coat with Bitumen emulsion (CRS-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.
12830.88
-
13
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
(II) Using Cold mix Binder (Tailor made as per IRC:SP:100-2014) and by credible technology partners duly licensed by CRRI.
12891.04
-
144.5
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.With cold mix Binder(As per IRC:SP:100-2014)and through credible technology partners duly licensed by CRRI.
B) By Mechanical Means
Case –III : Type C (9.5mm to 2.36mm)
Bitumen Emulsion (RS-2)
12884.05
-
54.5
Construction of RCC guide posts of 250 mm dia M15 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and technical specification Clause 1608.2
260
-
670
Reinforced cement concrete M 15 grade kilometer stone / local stone of standard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703.
Ordinary Kilometer Stone (Precast)
2
-
2058
Reinforced cement concrete M 15 grade kilometer stone / local stone of standard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703. 200 m stone (precast)
14
-
546
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 60cm x 45cm rectangular
2
-
5039
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 60cm equilateral triangle
11
-
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 60cm circular
2
-
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 1710 and Annexure 1700.1.
2
-
19714
Boundary pillar (Reinforced cement concrete M15 grade boundary
pillars of standard design as per IRC:25-1967, fixed in position
including finishing and lettering but excluding painting)
330
-
505
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.
321.82
-
71
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
21.87
-
5299
Bedding for pipe
(ii) Type B(First Class) Bedding
Laying (First Class) bedding on well compacted sand moorum as per Clause 1105(ii)
(ii) Granular Material
64.47
-
1134
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
II. In 1:4 cement mortar
320.45
-
3387
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
299.82
-
1266
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, concrete and masonry
82.5
-
6235
Flling in foundation trenches as er drawing nd technical specification Clause 35.3.9
105.49
-
968
Granular Sub-Base with Coarse Graded Material (Table:- 400-2) (Construction of granular sub-base by providing coarse 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 vibratory roller to machieve the desired density, complete as per cl. 401 (with an initial lead of 5 km.) (i) for Grade II Material
28.37
-
1756
Construction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. Apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25cm center to center and place over 20 cm dia, jungle wood dham, 15cm dia, jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmX100mm frist class local wood battens 120cm apart and 3 lines of jati bamboo horizontal railing fixed in bholuka bamboo post placed at 210cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to exposed portion outside trackway with earth topping complete as per direction of the department.
44.76
-
12814
Labour for dismanteling 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.)scarfing and joining piles 25 cm to 30 cm dia Dressed to heartwood 90 cm. In length includng supplying, fitting and fixing
with 2 nos. of 50 mmX 10 mm MS FI clamps and 16 mm dia MS bolts and nuts etc. complete as directed
43
-
850
Labour for taking out old piles of the bidge and stacking them at suitable place as directed
45
-
1052
Earth work in execution for foundation of structures as per drawings & technical specification, including setting out, construction of sharing and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material as per MORTH clause No. 304 I. In Ordinary Soil A. Manual Means (ii)3.00m to 6.00m depth
414.96
-
113
Providing and construction of Temporary island TO ACCOMMODATE PILE RIG AND OTHER ACCESSORIES INCLUDING CASTING OF PILE CAP, ALL COMPLETE IN DEPTH OF WATER UPTO 400CM.
1
-
58483.7
Bored cast-in-situ M 35 grade RCC pile excluding reinforcement complete as per
drawing and technical specifications and removal of excavated earth with all lead
and lift up to 1000m as per MORTH Section No. 1100 & 170 Pile diameter = 1000 mm
432
-
11694
Pile load test on single vertical pile in
accordance with I.S. 2911 ( Part IV) as per
technical specifications of MORTH section No. 1100 c) Initial load test & Routine load test
225
-
330
Cement concrete for reinforcement concrete in pile cap complete as per drawing and technical specifications of MORTH section no 1100,1500 & 1700 A. RCC grade M- 25
Case I: Using concrete mixer
172.92
-
7514
Levelling course for Pile cap Providing and Lying of PCC M-20 levelling course 100mm thick below the pile cap. As per drawing and technical specifications of MORTH section
19.11
-
5776
Providing and constructing one span service road to reach island location from one pier location to another pier location
25
-
2258
Reinforcement in Foundation: Supplying, fitting and placing uncoated
TMT bar reinforcement in foundation complete as per
drawing and technical specifications With other make ISI marked TMT rebar
46.85
-
64421
Plain/Reinforced cement concrete, in Substructure compltete as drawing and Technical Specification and steel shuttering formwork Case I:Using Concrete Mixer F. RCC M-25 Grade i. Height upto 5.0m
152.47
-
7892
Supplying, fitting and placing TMT bar reinforcement in substructure in foundation complete as per drawing and technical specifications With other make ISI marked TMT rebar
20.77
-
64525
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all
accessories as per drawing and Technical Specifications.
180600
-
1.15
Supplying, fitting and placing TMT bar reinforcement in super structure complete as per drawing and technical specifications
29.8
-
63173
Providing and laying cement wearing coat M 30 grade including rteinforcement complete as per drawing and Technical Specifications of clause 800 and 1206.3A with natural aggerate
25.18
-
14137
Construction of precast RCC railing of M30 Grade, aggregate size
not exceeding 12 mm, true to line and grade, tolurence of vertical
RCC post not to exceed 1 in 500, centre to centre spacing between
vertical post not to exceed 2000 mm, leaving adequat space
between vertical posts for expansion, complete as per approved
drawings and technical specifications.
102.92
-
2255
Burried joint ( Providing and laying a burried expansion joint, expansion gap being 200mm, covered with 12 mm thick, 200mm wide galvanised wieldable stuctural steel plate as per IS:2062, placed symmetrical to centre line of the join resting freely over the
33.8
-
1492
Providing and fixing in position 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specification
33.8
-
312
Drainage spouts complete as per approved drawings and technical specifications (Refer to quantity estimation )
16
-
8615
Back filling behind Abutment , Wing Wall and return wall complete as per drawing and Technical specification A. With Granular Material
222.23
-
1126
Providing and laying cement concrete in
superstructure as per drawing and technical specifications clauses 800,1205.4 and
1205.5 A) With Crushed stones
II) RCC M 25 For T beam and slab, 1) Height iupto 5.0 m
191
-
9014
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
13.95
-
12897
PCC M15 Grade levelling course below slab complete as per drawing and technical specification. a) With other ISI marked TMT grade rebar
6.98
-
5893
Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications A. Stone/Boulder
211.08
-
1166
Providing and laying filter material underneath pitching in slopes as per drawing and technical specifications Clause 1302
105.54
-
1332
Boulder apron laid in wire crates (Providing and laying of
boulder apron laid in wire crates made with 4mm dia GI wire
conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh
(weaved diagonally) including 10% extra for laps and joints laid
with stone boulders weighting not less than 40Kg each.)
326.13
-
1910
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