Public Works Department-PWD has published Construction Of 25 . 00 Meter Span T-Beam Bridge Over Mairi Khad On Nehri Mairi Jowar Road. Submission Date for this Tender is 12-05-2020. Bridge Work Tenders in Bharwain Himachal Pradesh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 21-Apr-2020 | Corrigendum-I | Date | 12-05-2020 |
| Name of Work: Construction of 25.0m span T-Beam Bridge over Mairi Khad on Nehri - Mairi - Jowar road at Km - 1/400 under PMGSY II Batch I 2019-20 RRP-II AF in Distt. Una (H.P.) Package No. HP-12-175A | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1.01 | FOUNDATIONS :- Earth work in excavation of foundation of structures as per the Drawings, Specifications and Ministry of Shipping, Road Transport & Highways (MoRT&H) Specifications clause 304 for Road and Bridge works. The scope of work in the item primarily includes: 1.1.1 All initial layout after clearing the site including dismantling existing structures (if any) as per directions of the Engineer-in-charge and setting out work using total station including identification of existing services if any.\n1.1.2 Excavation through all types of strata including rock, boulder, soils, existing roads/pavements, existing RCC/masonry structures etc. and removal of the same as per the directions of the Engineer-in-charge.\n1.1.3 Disposal of all spoils, dismantled materials, surplus earth etc. for all lifts & leads up to 1000m to keep the work area neat and tidy during the work and thereafter.\n1.1.4 Construction of necessary cofferdams, cribs, sheeting, shoring & bracing and their subsequent removal.\n1.1.5 Pumping/bailing out of water wherever required to keep the excavated foundation in dry condition, including its labour, material and equipment.\n1.1.6 Backfilling of foundation trenches after concrete is fully set with material approved by the Engineer-in-charge. The backfilling shall be well compacted in layers not exceeding 200mm in thickness with suitable equipment such as mechanical tamper, rammer, plate vibrator etc. after necessary watering so as to achieve a density not less than field density before excavation. \n1.1.7 In case of open foundations (i.e.culvert in approach road) requiring excavations in rock, cost of filling of annular space around the open foundations with M15 grade concrete shall also deemed to be included in the quoted rates.\n1.1.8 All labour, material, tools, equipment, safety measures, diversion of traffic (where applicable) and incidentals necessary to complete the work to Specifications.\n1.1.9 Measurement: Measurements shall be made for actual volume of earth for vertical cuts up to the outer edge of concrete only for all depths indicated. Cost of extra excavation required for supporting side shuttering and for stability of side slopes/cuts including shoring, strutting, propping etc. shall not be payable and deemed to be included in the quoted rates.The rate includes sale tax, octroi, royality, Malkhana, toll tax, labour cess or other taxes imposed by the Government, but exclusive of goods service tax which shall be paid separately.\n | Item1 | 959.179 | Per Cubic Meter |
| 2 | 1.02 | Providing and placing M35 grade cement concrete (RCC) in Sub-Structure using 43/53 grade Ordinary Portland Cement, 20mm (Twenty millimeter) & down crushed stone aggregate and cement contant not less than 340 kg/m3 and approved quality sand including the cost of centring and shuttering (excluding the cost of reinforcement only which shall be paid separately) with all leads lifts/ depths including mechanical transport and all complete as per the Drawings and MoRT&H Specifications clause 1500, 1700 & 2200for Road and Bridge Works. The scope of work in the item primarily includes: 1.2.1 Pumping/bailing out of water wherever required to keep the work area in dry condition, including its labour, material and equipment.\n1.2.2 Designing and getting approval of the design and drawings of formwork and temporary structures from the Engineer-in-charge well before start of work at the site.\n1.2.3 Providing and placing centring and shuttering including its erection, oiling (with approved shuttering oil), dismantling and removal for all leads and lifts/depth with all required tools and plants.\n1.2.4 Providing and mixing all ingredients of cement concrete including admixtures if required, transportation, placement, compaction, finishing and curing of concrete. The minimum slump of concrete shall be 75mm at the time of placement of concrete.\n1.2.5 All arrangements required to keep the reinforcement bars projecting out in position with due cover blocks provided as per the Specifications.\n1.2.6 Maintenance and protection of existing services (if any) which in the opinion of Engineer-in-charge are likely to be affected by any related activities including temporary shifting and re-shifting of such services to facilitate construction of foundation work shall also have to be done without any extra cost.\n1.2.7 Disposal of all spoils and rubbish for all lifts & leads to keep the work area neat and tidy during execution of work and thereafter.\n1.2.8 All labour, material, tools, equipment, safety measures, diversion of traffic (where applicable) and incidentals necessary to complete the work to Specifications.\n1.2.9 Measurement: Measurements shall be made for the finished volume of concrete only. Reinforcement shall be measured separately and paid under separate item.The rate includes sale tax, octroi, royality, Malkana, toll tax, labour cess or other taxes imposed by the Government, but exclusive of goods service tax which shall be paid separately.\n | Item2 | 436.715 | Per Cubic meter |
| 3 | 1.03 | Providing and laying M15 Grade PCC using 43/53 grade Ordinary Portland Cement, 20mm & down stone aggregate and cement content not less than 300kg/m3 and approved quality sand below open foundations and approach slab and abutment as per the Drawings and MoRT&H Specifications for Road and Bridge Works clause 1500,1700 & 2100. The scope of work in the item primarily includes: 1.3.1 Cost of providing side formwork including its erection, oiling (with approved shuttering oil), dismantling and removal for all leads and lifts/depth with all required tools and plants.\n1.3.2 Pumping/bailing out of water wherever required to keep the work area in dry condition, including its labour, material and equipment.\n1.3.3 Providing and mixing all ingredients of cement concrete including admixtures if required, transportation, placement, compaction, finishing and curing of concrete. The minimum slump of concrete shall be 50mm at the time of placement of concrete.\n1.3.4 Disposal of all spoils and rubbish for all lifts & leads up to 1000m to keep the work area neat and tidy during execution of work and thereafter.\n1.3.5 All labour, material, tools, equipment, safety measures, diversion of traffic (where applicable) and incidentals necessary to complete the work to Specifications.\n1.3.6 Measurement: Measurements shall be made for the finished volume of concrete only. The rate includes sale tax, octroi, royality, Malkana, toll tax, labour cess or other taxes imposed by the Government, but exclusive of goods service tax which shall be paid separately.\n | Item3 | 26.75 | Per Cubic meter |
| 4 | 2.01 | SUBSTRUCTURE AND FILLING BEHIND ABUTMENTS: Providing weep holes in retaining walls, abutment wall, wing wall/return wall with 100mm (One hundred millimeter) dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards draining face as per the Drawings and MoRT&H Specifications 2705 & 2200 for Road and Bridge Works. Item to include all labour, materials, tools, equipment, safety measures including mechanical transport within all leads & lifts and incidentals necessary to complete the work to Specifications. Measurement shall be made for actual length of weep holes.The rate includes sale tax, octroi, royality, Malkana, toll tax, labour cess or other taxes imposed by the Government, but exclusive of goods service tax which shall be paid separately. | Item4 | 108 | Per Meter |
| 5 | 2.02 | Providing and laying of Filter Media with stone, crushed aggregates satisfying the requirements laid down in Clause 2504.2.2 of as per the drawing and MoRT&H Specifications for Road and Bridge Works to a thickness of not less than 600mm (Six hundred millimeter) with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind PCC retaining walls to the full height compacted to a firm condition complete. Item to include all labour, materials, tools, equipment, safety measures and incidentals including mechanical transport within all leads & lifts necessary to complete the work to Specifications. Measurement shall be made for actual compacted finished volume of filter media.The rate includes sale tax, octroi, royality, Malkana, toll tax, labour cess or other taxes imposed by the Government, but exclusive of goods service tax which shall be paid separately. | Item5 | 41.31 | Per Cubic meter |
| 6 | 2.03 | Providing and laying well compacted selected granular back filling material (as per appendix 6 of IRC:78-2000) behind PCC retaining walls complete as per the Drawings and MoRT&H Specifications for Road and Bridge Works. Item to include all labour, materials, tools, equipment, safety measures and incidentals including mechanical transport within all leads & lifts necessary to complete the work to Specifications. Measurement shall be made for actual compacted finished volume of granular fill.The rate includes sale tax, octroi, royality, Malkana, toll tax, labour cess or other taxes imposed by the Government, but exclusive of goods service tax which shall be paid separately. | Item6 | 556.776 | Per Cubic meter |
| 7 | 3.01 | SUPERSTRUCTURE AND CRASH BARRIER: Providing and placing in position M35 grade cement concrete (RCC) in Super-Structure the cast-in-situ arch ribs, bracings connecting arch ribs, beams (at deck level) and deck slab (of bridge & culvert in approach roads) using 43/53 grade Ordinary Portland Cement, 20mm & down stone aggregate and cement contant not less than 340 kg/m3 and approved quality sand as per the Drawings, and MoRT&H Specifications clause 1500,1600 & 1700 for Road and Bridge Works. Item to include all types of shuttering, staging, scaffolding, necessary tools, plants, machinery, transportation and erection of precast girders (as applicable) and all related operations as required to complete the work with all leads, lifts and depths true to level and position all complete excluding only the cost of reinforcement which shall be paid separately. The scope of work in the item primarily includes: 3.1.1 Designing and getting approval of the methodology of construction, design and drawings of formwork and temporary structures (including their foundations wherever applicable) from the Engineer-in-charge well before start of work at the site.\n3.1.2 Providing, placing, cleaning, oiling (with approved shuttering oil), dismantling and removal of shuttering, staging, scaffolding and other temporary structures for all leads and lifts/depth with all required tools and plants. \n3.1.3 Maintenance and protection of existing services (if any) which in the opinion of Engineer-in-charge are likely to be affected by any related activities including temporary shifting and re-shifting of such services to facilitate construction of foundation work shall also have to be done without any extra cost.\n3.1.4 Providing and mixing all ingredients of cement concrete including admixtures if required, transportation, placement, compaction, finishing and curing of concrete. The minimum slump of concrete shall be 100mm at the time of placement of concrete.\n3.1.5 Installation of any fixture into the superstructure. Cost of fixture shall be paid separately or fixture shall be supplied by the Department free of cost.\n3.1.6 Leaving pocket in the deck slab for installation of expansion joint and concreting the same after the installation of the expansion joint as per recommendations of expansion joint supplier and directions of the Engineer-in-charge.\n3.1.7 Disposal of all spoils and rubbish for all lifts & leads upto 1000m to keep the work area neat and tidy during execution of work and thereafter.\n3.1.8 All labour, material, tools, equipment, safety measures, diversion of traffic (where applicable) and incidentals necessary to complete the work to Specifications.The rate includes sale tax, octroi, royality, Malkana, toll tax, labour cess or other taxes imposed by the Government, but exclusive of goods service tax which shall be paid separately.\n3.1.9 Measurement: Measurements shall be made for the finished volume of concrete only. Reinforcement shall be measured separately and paid under separate items.\n | Item7 | 333.915 | Per Cubic meter |
| 8 | 3.02 | Providing and placing in position M35 grade cement concrete (RCC) in cast-in-situ crash barrier using 43/53 grade Ordinary Portland Cement, 20mm & down stone aggregate and cement contant not less than 340 kg/m3 and approved quality sand as per the Drawings and MoRT&H Specifications clause 1500, 1600 & 1700 for Road and Bridge Works. The item shall also include cost of 150mm dia PVC pipes placed inside crash barrier as service duct for services. The scope of work in the item primarily includes: 3.2.1 Designing and getting approval of the design and drawings of formwork and temporary structures from the Engineer-in-charge well before start of work at the site.\n3.2.2 Providing, placing, cleaning, oiling (with approved shuttering oil), dismantling and removal of shuttering and other temporary structures for all leads and lifts/depth with all required tools and plants. \n3.2.3 Providing and mixing all ingredients of cement concrete including admixtures if required, transportation, placement, compaction, finishing and curing of concrete. The minimum slump of concrete shall be 100mm at the time of placement of concrete.\n3.2.4 Installation of any fixture into the superstructure. Cost of fixture shall be paid separately or fixture shall be supplied by the Department free of cost.\n3.2.5 Disposal of all spoils and rubbish for all lifts & leads upto 1000m to keep the work area neat and tidy during execution of work and thereafter.\n3.2.6 All labour, material, tools, equipment, safety measures, diversion of traffic (where applicable) and incidentals necessary to complete the work to Specifications.\n3.2.7 Measurement: Measurements shall be made for the finished volume of concrete only. Reinforcement shall be measured separately and paid under separate item.The rate includes sale tax, octroi, royality, Malkana, toll tax, labour cess or other taxes imposed by the Government, but exclusive of goods service tax which shall be paid separately.\n | Item8 | 20.51 | Per Cubic meter |
| 9 | 3.03 | Furnishing and Placing Reinforced/ Prestressed cement concrete M-40 grade in super-structure and cement content not less than 360 kg/m3 and as per the Drawings and MoRT&H Specifications clause 1500, 1600 & 1700 for Road and Bridge Works upto 5.0m height. The rate includes sale tax octroi, royality, Malkana, toll tax, labour cess or other taxes imposed by the Government, but exclusive of goods service tax which shall be paid separately. | Item9 | 26.869 | Per Cubic meter |
| 10 | 3.04 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete and cement contant not less than 320 kg/m3 as per the Drawings and MoRT&H Specifications for Road and Bridge Works. The rate includes sale tax, octroi, royality, Malkana, toll tax, labour cess or other taxes imposed by the Government, but exclusive of goods service tax which shall be paid separately. | Item10 | 30.96 | Per Cubic meter |
| 11 | 3.05 | Providing and laying of compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and fixed into the joint gap with special adhesive binder to cater for a horizontal movement upto 40 mm and vertical movement of 3 mm as per the Drawings and MoRT&H Specifications clause 2600 for Road and Bridge Works. The rate includes sale tax, octroi, royality, Malkana, toll tax, labour cess or other taxes imposed by the Government, but exclusive of goods service tax which shall be paid separately. | Item11 | 24 | Per meter |
| 12 | 3.06 | Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight as per the Drawings and MoRT&H Specifications for Road and Bridge Works. The rate includes sale tax, octroi, royality, Malkana, toll tax, labour cess or other taxes imposed by the Government, but exclusive of goods service tax which shall be paid separately. | Item12 | 176.8 | Per meter |
| 13 | 4.01 | REINFORCEMENT: Providing and placing in position TMT (Fe 500 Grade) reinforcement bars confirming to relevant ISI specification i.e. SAIL, TATA and RINL for in various structural elements of the bridge including cutting, straightening, bending, fabricating, storing, binding with mild steel annealed binding wire of 18 SWG, fixing in position complete as per the Drawings, Specifications and MoRT&H Specifications clause 1600 for Road and Bridge Works. The scope of work in the item primarily includes: 4.1.1 The reinforcing bars shall be free of scale and rust before placing into position. Any reinforcement, which is certified as corroded by the Engineer-in-charge shall either be withdrawn from the site or sand blasted to make them free from rust at no extra cost.\n4.1.2 Welding and hot bending of bars shall not be permitted.\n4.1.3 Making bar bending schedule and getting approval of the same from the Engineer-in-charge well before cutting of bars and fabrication of reinforcement cage.\n4.1.4 Disposal of all spoils and rubbish for all lifts & leads up to 1000m to keep the work area neat and tidy during execution of work and thereafter.\n4.1.5 All labour, material, tools, equipment, safety measures and incidentals necessary to complete the work to Specifications.\n4.1.6 Measurement: Reinforcement shall be measures in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. From the length so measured, the weight of reinforcement shall be calculated in tonnes on the basis of IS: 1732. Wastage, overlaps (for bar splicing), couplings, spacer bars, chairs, stays, hangers and annealed steel wire or other method for binding and placing shall not be measured and cost of these items shall be deemed to be included in the quoted rates.The rate includes sale tax, octroi, royality, Malkana, toll tax, labour cess or other taxes imposed by the Government, but exclusive of goods service tax which shall be paid separately.\n | Item13 | 77.574 | Tonne |
| 14 | 5.01 | APPROACH SLAB, EXPANSION JOINTS, DRAINAGE SPOUTS & WEARING COAT: Providing and placing in position M30 grade cement concrete (RCC) incast - in - situ approach slab using 43/53 grade Ordinary Portland Cement, 20mm (Twenty millimeter) & down crushed stone aggregate and cement content not less than 320 kg/m3 and approved quality sand mechanically mixed vibrated and curing complete as per the Drawings, Specifications and MoRT&H Specifications clause 1500,1600,1700 & 2704 for Road and Bridge Works. Item to include all types of shuttering, bitumen filler type joint between approach slab & dirt wall all complete. Item to include all labour, materials, tools, equipment, safety measures and incidentals including mechanical transport within all leads and lifts necessary to complete the work to Specifications. The minimum slump of concrete shall be 75mm at the time of placement of concrete. Measurements shall be made for the finished volume of concrete only. Cost of reinforcement (12mm dia. bars @ 150mm c/c bothways on both faces) shall not bepaid separately and the same shall be included in the quoted rates.The rate includes sale tax, octroi, royality, Malkana, toll tax, labour cess or other taxes imposed by the Government, but exclusive of goods service tax which shall be paid separately. | Item14 | 25.2 | Cum |
| 15 | 5.02 | Providing and installing single strip seal expansion joint with a total allowable movement capacity of 70mm (Seventy millimeter) as per Drawings, MoRT&H Specifications, MoRT&H circular no.RW/NH-35049/1/96- S&R dated 30th November 2000 and 20th February 2001,IRC:SP:69-2005 'Guidelines & Specifications for Expansion Joints' and duly supplemented with manufacturer's recommendations. Entire installation is to be carried out strictly in the presence of manufacturer's representative only at all times who shall certify the quality of work. Item to include necessary provision and filling of recess for the expansion joints at no extra cost. The seal of the expansion joint shall be such as not to permit any dust collection at all times. Item to include all materials, labour, machinery/ equipment and incidental work including mechanical transport within all leads and lifts required to complete the job. Measurement shall be made for the actual length of expansion joint provided.The rate includes sale tax, octroi, royality, Malkana, toll tax, labour cess or other taxes imposed by the Government, but exclusive of goods service tax which shall be paid separately. | Item15 | 24 | Per meter |
| 16 | 5.03 | Supplying fitting and fixing in position true to line and level sliding plate bearing with PTFE type conforming to IRC :83 (P-III) surface sliding on stainless steel complete including all accessories as per drawing and technical specifications and BS: 5400, section 9.18 & 9.2 (for PTFE) and clause 2004 of MORTH specification clause MORTH 2000 & 2200. The rate includes sale tax, octroi, royality, Malkana, toll tax, labour cess or other taxes imposed by the Government, but exclusive of goods service tax . | Item16 | 580 | Per Metric Tonne Capacity |
| 17 | 5.04 | Supplying fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supportes by a disc or un-reinforced elastometer confined within a metal cylinder, ceiling ring, dust seals,PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/ fabricated structural steel, metal and elastomer elements to be as per IRC 83 PART- 3 and other parts conforming BS:5400, Section 9.1 & 9.2 and CLAUSE 2006 OF MORTH specifications complete as per drawing and technical specifications MORTH Clause 2000 & 2200. The rate includes sale tax, octroi, royality, Malkana, toll tax, labour cess or other taxes imposed by the Government, but exclusive of goods service tax . | Item17 | 580 | Per Metric Tonne Capacity |
| 18 | 5.05 | Providing and fixing drainage spouts as per the Drawings, Specifications and MoRT&H Specifications for Road and Bridge Works. Item to include all materials, labour, machinery/ equipment including mechanical transport and incidental work required to complete the job within all leads & lifts. Measurement shall be made for actual number of drainage spouts provided. The rate includes sale tax, octroi, royality, Malkana, toll tax, labour cess or other taxes imposed by the Government, but exclusive of goods service tax which shall be paid separately. | Item18 | 8 | Each |
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