Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of PMGSY Tender
Costs
EMD
₹ 5,14,000Document Cost
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Description
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Contact
Tender Id
2018_CEASM_71852_1Bid Award Id
ViewTender No
AS-11-760 (GR)Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Construction of Subgrade and Earthen Shoulder With approved material obtained foom borrow pit 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 303.1 (i) Private land
2187
-
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.
1689.46
-
1945.12
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.(Using Stone Screening) Grading-II(A)Manual Means
782.16
-
2979.41
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.(Using Stone Screening) Grading-III(A)Manual Means
782.16
-
2979.96
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
10428.75
-
41
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
10428.75
-
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.
10428.75
-
175.8
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
10428.75
-
79.93
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 deeleterious matter and disposal up to 50m,, dressing of sides and bottom and back filling in trenches with excavated suitable material.
I. Ordinary soil (I) upto 3.0m depth
227.6
-
71
PCC M10(1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawing and technical specification clause 1109
12.49
-
5299
Laying 1st class bedding on well compacted sand, moorum as per clause 115(ii)Granular bedding
24.7
-
1134
Brik masonry workin cement mortar in foundation of wall complete excl. pointing and plastering as per drawing and technical specification clause 1100(in prop. 1:3)
116.76
-
5708
Providing and laying RCC NP3 for culvert on 1st class bedding of granular materials in single row B)1000mm dia.
37.5
-
6235
Providing and laying RCC NP3 for culvert on 1st class bedding of granular materials in Double row B)1000mm dia.
7.5
-
13976
Plastering with cement mortar(1:6) 15mm thick on brick work for substructure as per technical specification
185.36
-
126.6
Providing and fixing of typical PMGSY logos made of 1.6mm thick MS sheet duly stove enameled on both side with lettering and printing arrows, border etc.will be painted with ready mixed synthetic enamel paint of superior quality in required shade & colour fixed & supported on 75mmx75mmx6mmM.S.angle 3500mm long firmly fixed to the ground by means of properly foundation with M15 grade c.c. 450x450x600mm ,600mmbelow ground level as per drawings & tech. specification clause 1701 and as per direction of the Engineer -in- charge.
2
-
19714
Providing and fixing of semi-reflectorised cautionary, mandatory and iformatory sign as per IRC-67 made of 1.5mm thick MS sheet duly stove white colour in front and gray colour on back with red reflective border of 65mm width & required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 fixed & supported on 47mmx47mmx12SWG sheet tube 3050mm long firmly fixed to the ground by means of properly foundation with M15 grade c.c. 450x450x600mm ,600mmbelow ground level as per drawings & tech. specification clause 1701.2.2 and as per direction of the Engineer -in- charge.
16
-
3897
Providing and fixing of semi-reflectorised direction & place identification sign as per IRC-67 made of 2mm thick MS sheet duly stove white colour in front and gray colour on back with red reflective border of 70 mm width & required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 fixed & supported on 47mmx47mmx12SWG sheet tube 3050mm long duly strenghting by 25mmx5mm flat iron on edges firmly fixed to the ground by means of properly foundation with M15 grade c.c. 450x450x600mm ,600mmbelow ground level as per drawings & tech. specification clause 1701.2.2 and as per direction of the Engineer -in- charge.
3
-
7112
Reinforced cement concrete M15 grade Kilomitre stoneof Standard design as per IRC:8 fixing in position including painting, lettering in accordance with the specifications Clause 1703 of MoRD . etc. complete and as per direction of the Engineer -in- charge.Guard Post
68
-
714.36
Reinforced cement concrete M15 grade Kilomitre stoneof Standard design as per IRC:8 fixing in position including painting, lettering in accordance with the specifications Clause 1703 of MoRD . etc. complete and as per direction of the Engineer -in- charge. Fixing of Km. Stone
3
-
2058
Reinforced cement concrete M15 grade Kilomitre stoneof Standard design as per IRC:8 fixing in position including painting, lettering in accordance with the specifications Clause 1703 of MoRD . etc. complete and as per direction of the Engineer -in- charge. Fixing or 200m Stone
11
-
546
Labour for dismantling all members of the timber bridge (except piles) and stacking them at suitable places as directed (all members will be under custody of the contractor till taken over by the department)
14
-
577
Labour for taking out old piles of the bridge and staking them at suitable places as directed.
12
-
682
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 deeleterious matter and disposal up to 50m,, dressing of sides and bottom and back filling in trenches with excavated suitable material.
I. Ordinary soil (ii) 3m to 6m depth
285.69
-
90
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)
295
-
11101
Pile load test on single vertical pile in accordance with IS:2911 (Part-IV)a) Initial and routine load test
402
-
330
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification of MORTH Section 1100,1500&1700
B. RCC Grade M25 ( Using Concrete Mixer)
113
-
6365
Providing and laying of PCC M15 levelling course 100mm thick below the pile cap as per drawing and technical specification of MORTH Section 1100 & 1700
12.15
-
5086
Supplying , fitting and placing TMT bar reinforcement in foundation complete as per drawing and Technical Specifications clause 1000 & 1202.
27.2
-
67337
Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications as per MORTH Section 1500,1700,2200 I) Height up to 5.0m
61.9
-
6528
Supplying , fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawing and Technical Specifications clause 1002, 1005, 1010 & 1202.
3.8
-
67418
Backfill behind abutment, wing wall and return wall complete as per drawings and technical specification clause 1204.3.8 i. Granular material.
170.82
-
1048
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 clause 1207.1.
80640
-
1.08
Furnishing and placing reinforced / Prestressed cement concrete in superstructure as per drawing and Technical Specifications at clause 800,1205 and 1205 . A with crushed Stone. (p) Height up to 5.0 m
61.2
-
8010
Supplying, fitting and placing un-coated TMT bar reinforcement in super structure complete as per drawing and technical specifications clauses 1000 & 1202.
12.08
-
70236
Providing and laying cement concrete wearing coat M30 grade including reinforcement complete as per drawing and technical specifications clauses 800 and 1206.3. (B) With crushed stone.
10.91
-
12292
Construction of RCC railing of M25Grade in cast insitu with 20mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500 centre to centre spacing between vertical post not to exceed 2000mm as per drawing and technical specifications clauses 800,900 and 1208.3.
53.2
-
2722
Drainage spouts complete as per approved drawings and technical specification clause 1209.
8
-
8012
Burried Joint (Providing and laying a burried expansion joint, expansion gap being 20mm, covered with 12mm thick, 200mm wide galvanised wieldable structural steel plate as per IS:2062, placed symmetrical to centre line of the join, resting freely over the top surface of deck concrete, welding of 8mm dia. 100mm long galvanised nails spaced 300mm c/c along center line of the plate, all as specified in clause 2604.
15
-
1406
PCC M15 ordinary grade (1:2.5:5) in levelling course below approach slab complete as per drawing and technical specifications clause 800 &1211
13.5
-
5196
Providing and fixing 20mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification clause 2605.
15
-
325
RCC approach slab with M25 grade approach slab including reinforcent and form work complete as per drawing and technical specifications clauses 800 & 1211. A. with crushed stone.
13.5
-
11471
Construction of cold weather Bamboo bridge over all width 3.70m and clear road way 3.0m with jungle wood post 20 to 25 cm dia 5 nos in each row and rows being 2.0m apart
15
-
9805
Providing and laying pitching on slopes laid over prepared filter media as per drawing and Technical Specification Clause 1302
(i) Stone/Boulder
100.1
-
1091
Providing and laying filter material underneath pitching in slopes complete as per drawing and Technical Specification Clause 1302
42.04
-
1455
Proiding and laying boulder apron for bed protection with stone boulder of minimum size and weight as per table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specification Clause 1301
80.09
-
1091
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