Pmgsy Ii-2019-20 ( I ) Construction I/C Metalling And Blacktopping Of A Road From 38Th Km Of Mawphlang Balat Road To Ryngku ( 8 . 00 Km ) ( Mg/02/05/15 ) Upgradation Construction I/C Mbt
Tender Value
6.52 Crore
Estimated cost
Bid Submission
18 Oct 2019
0 days left
EMD
13.04 Lakhs
Bank guarantee accepted
Document Fee
7000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Mawphlang Balat Road → Meghalaya
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Pmgsy Ii-2019-20 ( I ) Construction I / C Metalling And Blacktopping Of A Road From 38Th Km Of Mawphlang Balat Road To Ryngku ( 8 . 00 Km ) ( Mg / 02 / 05 / 15 ) Upgradation Construction I / C Mbt
BOQ
| Name of Work: Construction i/c Metalling and Blacktopping of a road from 38th Km of Mawphlang Balat Road to Ryngku (17th Km to 24th Km) (L= 8.00Km) - Upgradation | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | SITE CLEARENCE | |||
| 2 | 1.01 | Clearing and Grubbing road land by mechanical means including uprooting rank vegetation, grass, bushes, shrubs saplings and trees of girth upto 300 mm, removal of stumps and stumps of trees cut earlier and disposal of unserviceable materials and staking of serviceable material with all lead up to 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201. \n | 1.51 | Hac. | |
| 3 | 2 | DISMANTLING OF FLEXIBLE PAVEMENTS | |||
| 4 | 2.01 | Dismantling of Flexible Pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 - (i) By Manual Means (A) Bituminous Course | 12.375 | cum | |
| 5 | 3 | BASE AND SUB-BASE | |||
| 6 | 3.01 | Waterproofing on Shoulders: Waterproofing on top compacted ( as per relevant MoRD specification) sub Grade soil base, shoulders with Organosilane Nanotechnology & nano acrylic co-polymer with water (<1000 ppm TDS) in the ratio of 1 kg Organosilane Nanotechnology:1 kg nano acrylic co-polymer :200 liter water spray @ 3 liter /sqm in two spray applications (1.5 liter + 1.5 liter) as per direction of the Engineer-in-charge. | 396 | sqm | |
| 7 | 3.02 | Waterproofing on Compacted Ground/Subgrade: Waterproofing on top compacted ( as per relevant MoRD specification) sub Grade soil base, shoulders with Organosilane Nanotechnology & nano acrylic co-polymer with water (<1000 ppm TDS) in the ratio of 1 kg Organosilane Nanotechnology:1 kg nano acrylic co-polymer :200 liter water spray @ 3 liter /sqm in two spray applications (1.5 liter + 1.5 liter) as per direction of the Engineer-in-charge. | 668.25 | sqm | |
| 8 | 3.03 | Water Resistant Stabilized base with Nanotechnology: Stabilized Sub-base / Base: Providing, Laying, Spreading and Compacting in-situ/borrow area soil etc. \nApplication: \n(1) Spread, rip and loosen soil with excavator / tractor operated ripper etc. \n(2) Spread Cement 3% by weight of soil and aggregate mix and scrify with rotavator for mixing thoroughly. \n(2) Apply 1 kg /cum organosilane Nanotechnology and 1 kg /cum nano acrylic copolymer etc. \n(4) Spread 20 mm size aggregates on the graded soil-aggregate-cement etc.\n(5).Compact the stabilized soil-cement-aggregate base etc.\n(6) Waterproof the top of the compacted stabilized base with organosilane & nano acrylic Polymer etc. | 133.65 | Cum | |
| 9 | 4 | Bituminous Work | |||
| 10 | 4.01 | Prime Coat With Nanotechnology: Preparing and applying of water soluble organo silane nanotechnology (for bitumen emulsion application, IRC approved) with cationic bitumen emulsion CSS1 and water (<1000 ppm TDS) in the ratio of 1 kg organo silane nanotechnology : 100 kg cationic bitumen emulsion CSS1 : 200 liter water . \nMixing & Spraying : Take 1 kg of organo silane nanotechnology and add in 200 liter water while filling water in tanker/drum and then add 100 kg cationic bitumen emulsion under circulation. Mix the solution completely. Spray the solution @ 1 liter per sqm on compacted stone base. \nRates including all materials, labour, hire Charges of machery etc. complete as per MoRD specifications & direction of Engineer-in-Charge. | 30210 | Sqm | |
| 11 | 4.02 | Premix Carpet With Nanotechnology: Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm stone aggregates using S-65 penetration grade bitumen mixed with silane nanotechnology @ 0.1% by weight of bitumen S-65 grade @ 14.6 kg/10 sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix 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 Type D as per Technical Specification Clause 508 of MoRD and as per direction of Engineer-in-Charge. | 35872.5 | Sqm | |
| 12 | 4.03 | Seal Coat with Nanotechnology: Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type D as per Technical Specification Clause 510 of MORD with S-65grade bitumen mixed with organosilane nanotechnology @ 0.1% by weight of S-65 bitumen binder laid as per direction of Engineer-in-Charge. | 30210 | Sqm | |
| 13 | 5 | CROSS DRAINAGE WORKS: 1X1.00 m Dia Pipe Culvert = 9 nos. | |||
| 14 | 5.01 | Earthwork in excavation for foundation of structures in ordinary rock 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. | 714.42 | Cum | |
| 15 | 5.02 | Providing Concrete (M-10) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202,& 1203 | 30.96 | Cum | |
| 16 | 5.03 | RR Stone Masonry Work in cement mortar (1:4) in substructure of Head walls complete as per drawing and technical specification Clasue 1109 | 240.66 | Cum | |
| 17 | 5.04 | Providing and laying reinforced cement concrete pipe NP3 (1000mm dia.) 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 works in head walls and parapets Clause 1106. | 56.25 | m | |
| 18 | 5.05 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, retaing wall, breast wall etc. | 48.6 | Cum | |
| 19 | 5.06 | Concrete cradle with M15 grade cement concrete as per Clause 1105 (i) | 7.587 | Cum | |
| 20 | 5.07 | Laying GSB material below pipe | 17.28 | Cum | |
| 21 | 5.08 | Backfilling in foundation trenches as per drawing and technical specification Clause 1108 | 20.79 | Cum | |
| 22 | 6 | CROSS DRAINAGE WORKS: 4 m Span slab Culvert = 1 no. | |||
| 23 | 6.01 | Earthwork in excavation for foundation of structures in ordinary rock 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. | 141.726 | cum | |
| 24 | 6.02 | Backfilling behind abutment, wing wall, return wall as per technical specification clause 1200 | 86.64 | cum | |
| 25 | 6.03 | Providing Concrete (M-10) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202,& 1203 | 17.72 | cum | |
| 26 | 6.04 | Providing concrete for plain / reinforced concrete (PCC-M15) in open foundation complete as per drawing and technical specifications Clauses 802, 803, 1202 & 1203. | 99.36 | cum | |
| 27 | 6.05 | Providing concrete for plain / reinforced concrete (PCC-M15) in substructure complete as per drawing and technical specifications Clauses 802, 804, 805, 806, 807, 1202 & 1204. | 121.01 | cum | |
| 28 | 6.06 | Providing Concrete (M-25) for Plain/Reinforced Concrete in Superstructure complete for height upto 5 m as per drawing and Technical specification clause 802, 804, 805, 1202,& 1204 of specifiaction of Rural Roads including curing complete | 17.68 | cum | |
| 29 | 6.07 | Supplying, Fitting and Placing HYSD Bar Reinforcement in Superstructure including cost of Steel Material and carriage etc. complete as per Drawing and Technical Specification Clause 1002, 1005, 1010, and 1202 of Specification of Rural Roads | 0.846 | MT | |
| 30 | 6.08 | Providing Weep Holes in Brick masonry/ Stone masonry, Plain/ Reinforced concrete abument, wing wall, return wall with 100mm 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 | 35 | nos. | |
| 31 | 7 | CROSS DRAINAGE WORKS: CLEARING, CLEANING & REPAIRING OF SLAB TYPE CULVERT = 58 nos. | |||
| 32 | 7.01 | Earthwork in excavation for foundation of structures in ordinary rock 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. | 580 | cum | |
| 33 | 7.02 | Providing Concrete (M-10) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202,& 1203 | 79.46 | cum | |
| 34 | 7.03 | RR Stone Masonry Work in cement mortar (1:4) in substructure of Head walls complete as per drawing and technical specification Clasue 1109 | 143.26 | cum | |
| 35 | 7.04 | Maintenance of Slab Type culvert by way of clearing, cleaning, Erosion repair, repairs of cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 | 58 | nos. | |
| 36 | 8 | CROSS DRAINAGE WORKS: CLEARING, CLEANING & REPAIRING OF HUME PIPE CULVERT = 4 nos. | |||
| 37 | 8.01 | Earthwork in excavation for foundation of structures in ordinary rock 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. | 40 | cum | |
| 38 | 8.02 | Providing Concrete (M-10) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202,& 1203 | 5.48 | cum | |
| 39 | 8.03 | RR Stone Masonry Work in cement mortar (1:4) in substructure of Head walls complete as per drawing and technical specification Clasue 1109 | 9.88 | cum | |
| 40 | 8.04 | Maintenance of Hume Pipe culvert by way of clearing, cleaning, Erosion repair, repairs of cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 | 12 | nos. | |
| 41 | 9 | RCC BRIDGE at Ch. 1.690 Km (10 m Span) | |||
| 42 | 9.01 | 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) \n | 1 | L/S | |
| 43 | 9.02 | Subway Construction:- Construction of embankment with approved materials obtained from Borrow pit | 900 | cum | |
| 44 | 9.03 | Subway Construction:-Construction of granular sub-base with locally available graded material, spreading in uniform layers with motor grader on prepared surface, watering to OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification/ direction of EE. | 45 | cum | |
| 45 | 9.04 | Subway Construction:-Providing and laying reinforced cement concrete pipe NP3 (1000mm dia.) 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 works in head walls and parapets Clause 1106. | 20 | m | |
| 46 | 9.05 | Subway Construction:-Providing Concrete (M-10) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202,& 1203 | 4.5 | cum | |
| 47 | 9.06 | Subway Construction:-Concrete cradle with M15 grade cement concrete as per Clause 1105 (i) | 2.617 | cum | |
| 48 | 9.07 | Subway Construction:-RR Stone Masonry Work in cement mortar (1:4) in substructure of Head walls complete as per drawing and technical specification Clasue 1109 | 4.35 | cum | |
| 49 | 9.08 | Subway Construction:-Backfilling in foundation trenches as per drawing and technical specification Clause 1108- GSM Material | 60 | cum | |
| 50 | 9.09 | Subway Construction:-RCC Guide Post | 3.925 | No. | |
| 51 | 9.1 | Earth work in excavation for foundation of structures as per drawings & technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material. | 715.25 | Cum | |
| 52 | 9.11 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.\n(Refer to quantity estimation) | 13.23 | cum | |
| 53 | 9.12 | Plain/Reinforced Cement concrete, in Open Foundation complete as per Drawing and Technical Specifications.\nE. RCC M 25 Grade\nCase – I : Using Concrete Mixer\n(Refer to quantity estimation) | 63.945 | cum | |
| 54 | 9.13 | Providing weepholes 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 | 60 | nos | |
| 55 | 9.14 | Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications.\nF. RCC Grade M 25\n1.Height up to 5.0 m\nCase – I : Using Concrete Mixer\n(i) Abutment Shaft\n(ii) Abutment cap\n(iii) Dirt wall\n(iv) Return wall\n(v) Pier | 114.418 | Cum | |
| 56 | 9.15 | Furnished and placing reinforcement /Prestressed cement concrete in Superstructure as per drawing and Technical Specifications.\nCase – I : Using Concrete Mixer\nB. RCC GRADE M 25\nFor RCC Solid Slab\n1) Height up to 5.0 m\n(Refer to quantity estimation) | 51.13 | Cum | |
| 57 | 9.16 | Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and Technical Specification\n(Refer to quantity estimation) -Superstructure | 3.485 | MT | |
| 58 | 9.17 | Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and Technical Specification\n(Refer to quantity estimation) - Base slab | 6.509 | MT | |
| 59 | 9.18 | Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and Technical Specification\n(Refer to quantity estimation) - Sub structure | 13.438 | MT | |
| 60 | 9.19 | Providing and laying cement concrete wearing coat M 30 grade including reinforcement complete as per drawing and Technical Specifications.\n(Refer to quantity estimation) | 4.95 | Cum | |
| 61 | 9.2 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC : 83 (Pt. II) Section IX and Clause 2005 of MoRT &H Specifications complete including all accessories as per drawing and Technical Specifications. \n(Refer to quantity estimation) | 40218.8 | cucm | |
| 62 | 9.21 | Drainage spouts complete as per approved drawings and technical specifications. \n(Refer to quantity estimation) | 6 | Each | |
| 63 | 9.22 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification | 6.66 | Cum | |
| 64 | 9.23 | Reinforced cement concrete Approach Slab including reinforcement and form work complete as per drawing and technical specification . | 13.32 | Cum | |
| 65 | 9.24 | Construction of pre cast RCC railing of M30 Grade in situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500 center to center spacing between vertical post not to exceed 2000 mm leaving adequat | 36.4 | RM | |
| 66 | 9.25 | Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing & Technical Specification .\n(Refer to quantity estimation) | 12 | RM | |
| 67 | 9.26 | 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.\nA. Stone/Boulder\nB. Cement concrete Blocks\n I) Concrete Grade M1 | 103.02 | Cum | |
| 68 | 9.27 | Providing and laying filter material underneath pitching in slopes as per drawing and technical specifications. \n(Refer to quantity of protection work) | 51.51 | Cum | |
| 69 | 9.28 | Providing and laying of boulder apron laid in wire crates made with 4 mm dia GI wire conforming to IS : 280 & IS : 4836 IN 100 mm x 100 mm mesh (Weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing n | 100.78 | Cum | |
| 70 | 10 | RCC BRIDGE at Ch. 6.182 Km (12 m Span) | |||
| 71 | 10.01 | 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) \n | 1 | L/S | |
| 72 | 10.02 | Subway Construction:- Construction of embankment with approved materials obtained from Borrow pit | 900 | cum | |
| 73 | 10.03 | Subway Construction:-Construction of granular sub-base with locally available graded material, spreading in uniform layers with motor grader on prepared surface, watering to OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification/ direction of EE. | 45 | cum | |
| 74 | 10.04 | Subway Construction:-Providing and laying reinforced cement concrete pipe NP3 (1000mm dia.) 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 works in head walls and parapets Clause 1106. | 20 | m | |
| 75 | 10.05 | Subway Construction:-Providing Concrete (M-10) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202,& 1203 | 4.5 | cum | |
| 76 | 10.06 | Subway Construction:-Concrete cradle with M15 grade cement concrete as per Clause 1105 (i) | 2.617 | cum | |
| 77 | 10.07 | Subway Construction:-RR Stone Masonry Work in cement mortar (1:4) in substructure of Head walls complete as per drawing and technical specification Clasue 1109 | 4.35 | cum | |
| 78 | 10.08 | Subway Construction:-Backfilling in foundation trenches as per drawing and technical specification Clause 1108- GSM Material | 60 | cum | |
| 79 | 10.09 | Subway Construction:-RCC Guide Post | 3.925 | No. | |
| 80 | 10.1 | Earth work in excavation for foundation of structures as per drawings & technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material. | 815.99 | Cum | |
| 81 | 10.11 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.\n(Refer to quantity estimation) | 13.23 | cum | |
| 82 | 10.12 | Plain/Reinforced Cement concrete, in Open Foundation complete as per Drawing and Technical Specifications.\nE. RCC M 25 Grade\nCase – I : Using Concrete Mixer\n(Refer to quantity estimation) | 63.945 | cum | |
| 83 | 10.13 | Providing weepholes 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 | 60 | nos | |
| 84 | 10.14 | Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications.\nF. RCC Grade M 25\n1.Height up to 5.0 m\nCase – I : Using Concrete Mixer\n(i) Abutment Shaft\n(ii) Abutment cap\n(iii) Dirt wall\n(iv) Return wall\n(v) Pier | 130.955 | Cum | |
| 85 | 10.15 | Furnished and placing reinforcement /Prestressed cement concrete in Superstructure as per drawing and Technical Specifications.\nCase – I : Using Concrete Mixer\nB. RCC GRADE M 25\nFor RCC Solid Slab\n1) Height up to 5.0 m\n(Refer to quantity estimation) | 70.38 | Cum | |
| 86 | 10.16 | Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and Technical Specification\n(Refer to quantity estimation) -Superstructure | 3.485 | MT | |
| 87 | 10.17 | Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and Technical Specification\n(Refer to quantity estimation) - Base slab | 6.509 | MT | |
| 88 | 10.18 | Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and Technical Specification\n(Refer to quantity estimation) - Sub structure | 15.381 | MT | |
| 89 | 10.19 | Providing and laying cement concrete wearing coat M 30 grade including reinforcement complete as per drawing and Technical Specifications.\n(Refer to quantity estimation) | 8.4 | Cum | |
| 90 | 10.2 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC : 83 (Pt. II) Section IX and Clause 2005 of MoRT &H Specifications complete including all accessories as per drawing and Technical Specifications. \n(Refer to quantity estimation) | 40218.8 | cucm | |
| 91 | 10.21 | Drainage spouts complete as per approved drawings and technical specifications. \n(Refer to quantity estimation) | 6 | Each | |
| 92 | 10.22 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification | 6.66 | Cum | |
| 93 | 10.23 | Reinforced cement concrete Approach Slab including reinforcement and form work complete as per drawing and technical specification . | 13.32 | Cum | |
| 94 | 10.24 | Construction of pre cast RCC railing of M30 Grade in situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500 center to center spacing between vertical post not to exceed 2000 mm leaving adequat | 38.4 | RM | |
| 95 | 10.25 | Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing & Technical Specification .\n(Refer to quantity estimation) | 12 | RM | |
| 96 | 10.26 | 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.\nA. Stone/Boulder\nB. Cement concrete Blocks\n I) Concrete Grade M1 | 134.12 | Cum | |
| 97 | 10.27 | Providing and laying filter material underneath pitching in slopes as per drawing and technical specifications. \n(Refer to quantity of protection work) | 67.06 | Cum | |
| 98 | 10.28 | Providing and laying of boulder apron laid in wire crates made with 4 mm dia GI wire conforming to IS : 280 & IS : 4836 IN 100 mm x 100 mm mesh (Weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing n | 133.97 | Cum | |
| 99 | 11 | RCC BRIDGE at Ch. 6.205 Km (10 m Span) | |||
| 100 | 11.01 | 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) \n | 1 | L/S | |
| 101 | 11.02 | Subway Construction:- Construction of embankment with approved materials obtained from Borrow pit | 900 | cum | |
| 102 | 11.03 | Subway Construction:-Construction of granular sub-base with locally available graded material, spreading in uniform layers with motor grader on prepared surface, watering to OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification/ direction of EE. | 45 | cum | |
| 103 | 11.04 | Subway Construction:-Providing and laying reinforced cement concrete pipe NP3 (1000mm dia.) 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 works in head walls and parapets Clause 1106. | 20 | m | |
| 104 | 11.05 | Subway Construction:-Providing Concrete (M-10) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202,& 1203 | 4.5 | cum | |
| 105 | 11.06 | Subway Construction:-Concrete cradle with M15 grade cement concrete as per Clause 1105 (i) | 2.617 | cum | |
| 106 | 11.07 | Subway Construction:-RR Stone Masonry Work in cement mortar (1:4) in substructure of Head walls complete as per drawing and technical specification Clasue 1109 | 4.35 | cum | |
| 107 | 11.08 | Subway Construction:-Backfilling in foundation trenches as per drawing and technical specification Clause 1108- GSM Material | 60 | cum | |
| 108 | 11.09 | Subway Construction:-RCC Guide Post | 3.925 | No. | |
| 109 | 11.1 | Earth work in excavation for foundation of structures as per drawings & technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material. | 851.25 | Cum | |
| 110 | 11.11 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.\n(Refer to quantity estimation) | 13.23 | cum | |
| 111 | 11.12 | Plain/Reinforced Cement concrete, in Open Foundation complete as per Drawing and Technical Specifications.\nE. RCC M 25 Grade\nCase – I : Using Concrete Mixer\n(Refer to quantity estimation) | 63.945 | cum | |
| 112 | 11.13 | Providing weepholes 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 | 60 | nos | |
| 113 | 11.14 | Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications.\nF. RCC Grade M 25\n1.Height up to 5.0 m\nCase – I : Using Concrete Mixer\n(i) Abutment Shaft\n(ii) Abutment cap\n(iii) Dirt wall\n(iv) Return wall\n(v) Pier | 135.883 | Cum | |
| 114 | 11.15 | Furnished and placing reinforcement /Prestressed cement concrete in Superstructure as per drawing and Technical Specifications.\nCase – I : Using Concrete Mixer\nB. RCC GRADE M 25\nFor RCC Solid Slab\n1) Height up to 5.0 m\n(Refer to quantity estimation) | 51.13 | Cum | |
| 115 | 11.16 | Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and Technical Specification\n(Refer to quantity estimation) -Superstructure | 3.485 | MT | |
| 116 | 11.17 | Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and Technical Specification\n(Refer to quantity estimation) - Base slab | 6.509 | MT | |
| 117 | 11.18 | Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and Technical Specification\n(Refer to quantity estimation) - Sub structure | 15.959 | MT | |
| 118 | 11.19 | Providing and laying cement concrete wearing coat M 30 grade including reinforcement complete as per drawing and Technical Specifications.\n(Refer to quantity estimation) | 4.77 | Cum | |
| 119 | 11.2 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC : 83 (Pt. II) Section IX and Clause 2005 of MoRT &H Specifications complete including all accessories as per drawing and Technical Specifications. \n(Refer to quantity estimation) | 40218.8 | cucm | |
| 120 | 11.21 | Drainage spouts complete as per approved drawings and technical specifications. \n(Refer to quantity estimation) | 6 | Each | |
| 121 | 11.22 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification | 6.66 | Cum | |
| 122 | 11.23 | Reinforced cement concrete Approach Slab including reinforcement and form work complete as per drawing and technical specification . | 13.32 | Cum | |
| 123 | 11.24 | Construction of pre cast RCC railing of M30 Grade in situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500 center to center spacing between vertical post not to exceed 2000 mm leaving adequat | 35.6 | RM | |
| 124 | 11.25 | Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing & Technical Specification .\n(Refer to quantity estimation) | 12 | RM | |
| 125 | 11.26 | 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.\nA. Stone/Boulder\nB. Cement concrete Blocks\n I) Concrete Grade M1 | 145.01 | Cum | |
| 126 | 11.27 | Providing and laying filter material underneath pitching in slopes as per drawing and technical specifications. \n(Refer to quantity of protection work) | 72.51 | Cum | |
| 127 | 11.28 | Providing and laying of boulder apron laid in wire crates made with 4 mm dia GI wire conforming to IS : 280 & IS : 4836 IN 100 mm x 100 mm mesh (Weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing n | 127.35 | Cum | |
| 128 | 12 | RCC BRIDGE at Ch. 7.185 Km (10 m Span) | |||
| 129 | 12.01 | 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) \n | 1 | L/S | |
| 130 | 12.02 | Subway Construction:- Construction of embankment with approved materials obtained from Borrow pit | 900 | cum | |
| 131 | 12.03 | Subway Construction:-Construction of granular sub-base with locally available graded material, spreading in uniform layers with motor grader on prepared surface, watering to OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification/ direction of EE. | 45 | cum | |
| 132 | 12.04 | Subway Construction:-Providing and laying reinforced cement concrete pipe NP3 (1000mm dia.) 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 works in head walls and parapets Clause 1106. | 20 | m | |
| 133 | 12.05 | Subway Construction:-Providing Concrete (M-10) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202,& 1203 | 4.5 | cum | |
| 134 | 12.06 | Subway Construction:-Concrete cradle with M15 grade cement concrete as per Clause 1105 (i) | 2.617 | cum | |
| 135 | 12.07 | Subway Construction:-RR Stone Masonry Work in cement mortar (1:4) in substructure of Head walls complete as per drawing and technical specification Clasue 1109 | 4.35 | cum | |
| 136 | 12.08 | Subway Construction:-Backfilling in foundation trenches as per drawing and technical specification Clause 1108- GSM Material | 60 | cum | |
| 137 | 12.09 | Subway Construction:-RCC Guide Post | 3.925 | No. | |
| 138 | 12.1 | Earth work in excavation for foundation of structures as per drawings & technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material. | 740.44 | Cum | |
| 139 | 12.11 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.\n(Refer to quantity estimation) | 13.23 | cum | |
| 140 | 12.12 | Plain/Reinforced Cement concrete, in Open Foundation complete as per Drawing and Technical Specifications.\nE. RCC M 25 Grade\nCase – I : Using Concrete Mixer\n(Refer to quantity estimation) | 63.945 | cum | |
| 141 | 12.13 | Providing weepholes 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 | 60 | nos | |
| 142 | 12.14 | Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications.\nF. RCC Grade M 25\n1.Height up to 5.0 m\nCase – I : Using Concrete Mixer\n(i) Abutment Shaft\n(ii) Abutment cap\n(iii) Dirt wall\n(iv) Return wall\n(v) Pier | 118.398 | Cum | |
| 143 | 12.15 | Furnished and placing reinforcement /Prestressed cement concrete in Superstructure as per drawing and Technical Specifications.\nCase – I : Using Concrete Mixer\nB. RCC GRADE M 25\nFor RCC Solid Slab\n1) Height up to 5.0 m\n(Refer to quantity estimation) | 51.13 | Cum | |
| 144 | 12.16 | Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and Technical Specification\n(Refer to quantity estimation) -Superstructure | 3.485 | MT | |
| 145 | 12.17 | Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and Technical Specification\n(Refer to quantity estimation) - Base slab | 6.509 | MT | |
| 146 | 12.18 | Supplying, fitting and placing uncoated TMT bar reinforcement in foundation complete as per drawing and Technical Specification\n(Refer to quantity estimation) - Sub structure | 13.905 | MT | |
| 147 | 12.19 | Providing and laying cement concrete wearing coat M 30 grade including reinforcement complete as per drawing and Technical Specifications.\n(Refer to quantity estimation) | 4.95 | Cum | |
| 148 | 12.2 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC : 83 (Pt. II) Section IX and Clause 2005 of MoRT &H Specifications complete including all accessories as per drawing and Technical Specifications. \n(Refer to quantity estimation) | 40218.8 | cucm | |
| 149 | 12.21 | Drainage spouts complete as per approved drawings and technical specifications. \n(Refer to quantity estimation) | 6 | Each | |
| 150 | 12.22 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification | 6.66 | Cum | |
| 151 | 12.23 | Reinforced cement concrete Approach Slab including reinforcement and form work complete as per drawing and technical specification . | 13.32 | Cum | |
| 152 | 12.24 | Construction of pre cast RCC railing of M30 Grade in situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500 center to center spacing between vertical post not to exceed 2000 mm leaving adequat | 36.4 | RM | |
| 153 | 12.25 | Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing & Technical Specification .\n(Refer to quantity estimation) | 12 | RM | |
| 154 | 12.26 | 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.\nA. Stone/Boulder\nB. Cement concrete Blocks\n I) Concrete Grade M1 | 110.8 | Cum | |
| 155 | 12.27 | Providing and laying filter material underneath pitching in slopes as per drawing and technical specifications. \n(Refer to quantity of protection work) | 55.4 | Cum | |
| 156 | 12.28 | Providing and laying of boulder apron laid in wire crates made with 4 mm dia GI wire conforming to IS : 280 & IS : 4836 IN 100 mm x 100 mm mesh (Weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing n | 101.27 | Cum | |
| 157 | 13 | DRAINAGE WORKS : LINED DRAIN =995.04 m | |||
| 158 | 13.01 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. | 447.768 | cum | |
| 159 | 13.02 | Providing (M-15) for plain concrete complete as per drawing and technical specification | 233.138 | cum | |
| 160 | 13.03 | Plastering with cement mortar (1:4), 15 mm thick in drain as per technical specification Clauses | 1554.25 | Sqm | |
| 161 | 13.04 | RCC Slab | 13.433 | cum | |
| 162 | 13.05 | HYSD Bar | 1.343 | MT | |
| 163 | 14 | DRAINAGE WORKS : UNLINED DRAIN =7004.960 m | |||
| 164 | 14.01 | Construction of unlined surface drain of average cross-sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307. Excavated material to be used in embankment at site. | 7004.96 | m | |
| 165 | 15 | PROTECTION WORKS: \nRetaining Wall (Ht.- 3.0 m.) : 30 m. | |||
| 166 | 15.01 | Earth work- Excavation in soil hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 meters. | 118.631 | Cum | |
| 167 | 15.02 | PCC (1:4:8)- Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plith level :- 1:3:6 (1 cement : 3 Coarse sand : 6 Graded stone aggregate 40 mm nominal size) | 21.0038 | Cum | |
| 168 | 15.03 | NET RRM (1:5 CM)- Providing and laying Random Rubble Stone masonry in cement morter 1:5 with bond stones through stone of size 150 mm x 150 mm manufactured in 1:4:8 (1 cement : 4 clean coarse sand and clean hand stone aggregate or 40 mm and down) clean hard selected stone including centering, aligning and slopes/eaves etc. all complete as per Engineer-In-Charge. | 51.491 | Cum | |
| 169 | 15.04 | NET RRM (DRY)- Providing and laying Hand packed wall with clean hard selected stone including centering, aligning and slopes curves etc. complete as per EngineeIn-Charge. | 41.171 | Cum | |
| 170 | 15.05 | H.P.S. Filling - Providing and laying hand packed stone filling in building works with clean hard selected stones, all complete. | 37.9688 | Cum | |
| 171 | 16 | PROTECTION WORKS: \nBreast wll (Ht.- 3.0 m.) : 30 m. | |||
| 172 | 16.01 | Earth work- Excavation in soil hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 meters. | 115.885 | Cum | |
| 173 | 16.02 | PCC (1:4:8)- Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plith level :- 1:3:6 (1 cement : 3 Coarse sand : 6 Graded stone aggregate 40 mm nominal size) | 18.8175 | Cum | |
| 174 | 16.03 | NET RRM (1:6 CM)- Providing and laying Random Rubble Stone masonry in cement morter 1:6 with bond stones through stone of size 150 mm x 150 mm manufactured in 1:4:8 (1 cement : 4 clean coarse sand and clean hand stone aggregate or 40 mm and down) clean hard selected stone including centering, aligning and slopes/eaves etc. all complete as per Engineer-In-Charge. | 50.738 | Cum | |
| 175 | 16.04 | NET RRM (DRY)- Providing and laying Hand packed wall with clean hard selected stone including centering, aligning and slopes curves etc. complete as per EngineeIn-Charge. | 41.518 | Cum | |
| 176 | 16.05 | H.P.S. Filling - Providing and laying hand packed stone filling in building works with clean hard selected stones, all complete. | 28.725 | Cum | |
| 177 | 17 | ROAD FURNITURE WORKS | |||
| 178 | 17.01 | 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 5mm size on back on edges. Logo Board at starting point (As per fig. 107 of Road signature under PMGSY published by the NRRDA on Dec'06) | 1 | nos. | |
| 179 | 17.02 | Logo Board of PMGSY Project (Every 2 Km interval)(As per fig.5 of Road signage under PMGSY published by the NRRDA on Dec'06) | 4 | nos. | |
| 180 | 17.03 | Maintanance Board | 1 | nos. | |
| 181 | 17.04 | Providing and fixing typical “Citizen’s information Board” with Logo of PMGSY as per NRRDA Specifications and Drawing having two nos. MS plate of 1mm thick 900 x 750mm size each duly welded with 2 nos. vertical and 4 nos. Horizontal M.S. flat 50mm x 6mm s | 1 | nos. | |
| 182 | 17.05 | Construction of 5th Kilometre Stone (Precast) : Reinforced cement concrete M 15 grade 5th Kilometre stone with local stone of standard design as per IRC : 8 fixingin position including painting and printing etc. as per drawing and technical specification | 1 | nos. | |
| 183 | 17.06 | Construction of Ordinary Kilometre Stone (Precast) : Reinforced cement concrete M 15 grade ordinary Kilometre stone with local stone of standard design as per IRC : 8 fixingin in position including painting and printing etc. as per drawing and technical specifacation | 8 | nos. | |
| 184 | 17.07 | Construction of 200 Metre Stone (Precast) : Reinforced cement concrete M 15 grade 200 metre stone with local stone of standard design as per IRC : 8 fixingin in position including painting and printing etc. as per drawing and technical specification | 32 | nos. | |
| 185 | 18 | ROAD SAFETY AND TRAFFIC SIGN WORKS | |||
| 186 | 18.01 | Semi Reflective Traffic Signs: Providing and fixing of Semi Reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5mm thick MS Sheet duly stove white colour in front and grey colour in black with red reflective border of 65mm 600 mm Equilaterial Triangle | 86 | nos. | |
| 187 | 18.02 | Semi Reflective Traffic Signs: Providing and fixing of Semi Reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5mm thick MS Sheet duly stove white colour in front and grey colour in black with red reflective border of 65mm 600 mm Circular | 24 | nos. | |
| 188 | 18.03 | Semi Reflective Traffic Signs: Providing and fixing of Semi Reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5mm thick MS Sheet duly stove white colour in front and grey colour in black with red reflective border of 65mm 600 mm Square | 4 | nos. | |
| 189 | 18.04 | Semi Reflective Direction & Place Identification Sign: Providing and erecting direction and place identification of semi reflective sign board as per IRC: 67 made of 2mmThick M.S sheet duly stove enameled Paint white colour in front and grey colour in back.\n(Ref. Annexure 18.1) | 4 | nos. | |
| 190 | 18.05 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes. | 533.333 | sqm | |
| 191 | 19 | Providing Intersection Improvement= 5 nos. | |||
| 192 | 19.01 | Construction of granular sub-base by providing well graded Material grading 2, spreading in uniform layers as per Technical Specification clause 401&Table No. 401 of Specification of Rural Roads | 22.5 | cum | |
| 193 | 19.02 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification, WBM grading II as per Technical Specification clause 405 of Specification of Rural Roads including lighting, guarding, barricading etc. | 5.625 | cum | |
| 194 | 19.03 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification, WBM grading III as per Technical Specification clause 405 of Specification of Rural Roads including lighting, guarding, barricading etc. | 5.625 | cum | |
| 195 | 19.04 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular Base and Bituminous including clearing as per technical specification Clause 502 of specification of rural roads including lighting, guarding, barricading etc. | 150 | sqm | |
| 196 | 19.05 | 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 150 | sqm | |
| 197 | 19.06 | 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. | 150 | sqm | |
| 198 | 19.07 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510 | 150 | sqm | |
| 199 | 20 | Five Years Maintenance | |||
| 200 | 20.01 | Ist Year | 8 | per Km | |
| 201 | 20.02 | IInd Year | 8 | per Km | |
| 202 | 20.03 | IIIrd Year | 8 | per Km | |
| 203 | 20.04 | IVth Year | 8 | per Km | |
| 204 | 20.05 | Vth Year | 8 | per Km | |
| 205 | 20.06 | 6th Year Renewal Cost | 8 | per Km |
AI Tender Summary
Tender Timeline
Sep 20, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedOct 18, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 21, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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