Petroleum and Natural Gas Boards / Undertakings / PSU Closing in 15 days TDR #57426634

Tender For Duliajan Feeder Line Project For M/S. Indradhanush Gas Grid Limited

Issued by Boards / Undertakings / PSU · Dibrugarh, Assam
Tender Value
Ref. Documents
Estimated cost
Bid Submission
30 Sep 2026
15 days left
EMD
4.93 Crore
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

Organization
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Tender ID
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Competition Type
NCB
Bidding Type
Tender
Location / State
Dibrugarh → Assam
EMD Exemption
Available
Quantity
Not Available
Website
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Contact Person
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Address
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Project Description

Tender for Duliajan Feeder Line Project For M/S. Indradhanush Gas Grid Limited

BOQ

Name of Work:- DULIAJAN FEEDER LINE PROJECT FOR M/s. INDRADHANUSH GAS GRID LIMITED
Sl. No. Item Description
1Total for Part-A (BOQ1+Sheet1)
2SECTION-A: PIPELINE LAYING / INSTALLATION
3Laying/ installation of coated line pipe, associated fittings and accessories, etc. as per specifications, drawings, other provisions of Contract and instructions of Engineer-in-Charge of the sizes mentioned herein, including but not limited to carrying out the following :
4\\"Receiving and taking-over\\", handling, loading (except for cases, where loading of bare/coated line pipe is arranged by owner), transportation and unloading of Owner supplied externally corrosion coated and bare line pipes and other Owner supplied materials from Owner designated place(s) of issue/ dump site(s) to Contractor's own stock-yard(s)/ workshop(s)/ work-site(s) including stringing on the pipeline Right-of-Use (ROU)/ Right of way (ROW); Arrangement of all additional land required for Contractor's storage, fabrication, access for construction (other than Owner provided ROU/ROW); supply of all materials (except Owner supplied materials), consumables, equipment, labour, etc. and other incidental works;carrying out all temporary, ancillary, auxiliary works required to make the pipeline ready for pre-commissioning as per drawings, specifications, scope of work indicated in SCC and other provisions of Contract document and instructions of Engineer-in-charge, including but not limited to carrying out the following works :
5Staking and installation of temporary construction markers, clearing, grubbing & grading (as required) of Right of Use/ Right of Way;
6Counting the number and type of trees cut in presence of DFO/concerned authorities and keeping record thereof; shifting of all obstruction within the ROU / pipeline route alignment viz. electrical line / pole, telephone line (poles), foreign pipeline; coordination with concerned authorities.
7Trenching to all depths and to a width to accommodate the pipeline and/or optical fiber cable/cable duct/ conduit during lowering & backfilling as specified in scope document and as per the relevant standards, specifications, etc. by excavation in all types of soils (including soft/ hard rock), including chiseling or otherwise cutting etc.; providing depth of padding in trench bed & above and around the pipeline, HDPE duct and OFC as required with sand / graded earth approved by Engineer-in Charge;
8Trenching in rocky terrain by use of rock hammer/ Rock breaking tool or any other suitable and approved method, including chemical cracking and controlled blasting (if required) with due approval of EIC.
9Survey of the detours, if required at the time of construction including marking the same in topographical sheet, preparation of AFC drawings showing survey detail and submitting same to Owner to review.
10Carrying out repairs of pipe defects/ replacement in case of irreparable defects and repairs of defects of pipe coating not attributable to Owner including defects/ damages occurring during transportation/ handling after taking over from Owner by Contractor including management of their own dump site, if required.
11Thorough internal cleaning of all pipes by suitable methods to remove debris, shots, grits etc. to the satisfaction of Engineer-in- Charge;
12Stringing of line pipes along ROU/ROW including providing straw and sand.
13Aligning, bending, cutting and beveling (as required) of pipes for welding and field adjustments, NDT of rebevelled area, welding, carrying out non-destructive testing (100%) using X-Ray by Computed Radiography (CR) of welds as required and providing all requisite equipment, labor, supervision, materials, films, consumables, all facilities and personnel to process, develop, examine and interpretation radiographs and other tests as required; carrying out repairs of weld joints found defective by Engineer-In- Charge, carrying out Digital re-radiography and other nondestructive tests such as ultrasonic test etc. as required on repaired joints, etc. as mentioned in SCC & Particular Jobs Specification.
14Installation of carrier pipe including concrete coated pipes (wherever required) at all crossings including roads/ cartrack / pathway / drain / canals/ nala/ marshy lands/ ponds/ other water crossings etc. (except at crossings by HDD method, Cased crossings, Crossings by machine moling and by open cut conventional method that are specifically covered separately elsewhere in the SOR) by open cut after prehydrotest of the section, if required, including re-storation of the banks to original conditions (in case of waterbody crossings) duly accepted by Competent Authority as defined as per specification.
15Supply of coating materials for all field joints, Long Radius Bends, Burried Fittings, Valves, etc. including heat shrinkable sleeves and high build liquid epoxy etc. as per specifications compatible with 3-Layer PE Coating as per tender specifications with prior approval of Engineer-in-charge.
16Coating of all field weld joints, long radius bends, buried fittings, valves etc.;
17Training and diversions of streams in steep slope areas, wherever required.
18Crossing all the foreign pipeline / HT line / Power lines/ cable / any other utilities etc. with necessary concrete / PVC protection including coordination with all agencies.
19For seismic area - the trenching and backfilling shall be carried out as per specification and drawing no. MEC/TYP/05/21/01A/004 - Trench dimensions and cohesion less select backfill for pipeline in seismic zone (excluding backfilling with selected soil for seismic area covered separately).
20Lowering the pipelines in trench as per specification and standard drawing including providing sand bag separators for parallel pipelines at the specified spacing (when applicable), providing padding around pipe as per specifications/codes/guidleines with sand/graded material approved by Engineer-In-Charge, over and around the pipeline, OFC & HDPE Duct, in rocky areas, including supply of sand/ graded material. In addition to padding, rock shield to be supplied and installed over the pipeline in rocky areas, backfilling with available, approved excavated material and/or other suitable soil approved by Engineer-In-Charge;
21Taking DGPS coordinates of each weld joint (including tie in joints) and including the same in field inspection report. The coordinate must have X,Y,Z (ground level) along with depth of cover.
22Supply and installation of slope breaker as per specifications and drawings in steep slope areas, wherever required;
23Installation of LR Bend, as per specification wherever required depending on site condition.
24Supply and installation of warning mat as per relevant clause mentioned in PJS and specifications enclosed in the bid document.
25Carrying out cleaning, pigging and hydrostatic testing including air cleaning, flushing, filling, gauging, pressurization of complete pipeline in various test sections as approved by Engineer-In-Charge to the specified test pressure, providing all equipment, pumps, fittings, instruments, dead weight tester, test headers, pressure recorder, all types of pigs etc., and services, supervision, labour, consumables, water including supply of corrosion inhibitor, air, etc. as required, locating of leaks, if any, occured during hydrotesting attributable to contractor either by further sectionalising or any other suitable standard recommended practice with due approval of Engineer-in-Charge and rectification of defects, retesting after rectification, successful completion of hydrotesting of pipeline to acceptance criteria defined in the specifications.
26(Note : Leak detection, its rectification and successfully re-hydrotesting shall be carried out by Contractor with a view that completion of all activity for successful hydrotesting is not inordinately extended, which will hamper the overall project schedule. Further, no extra payment claim shall be entertained for re-hydrotesting and leak detection if defects found attributable to Contractor.
27All tie-ins, including the tie-in(s) of the pipeline / piping installed with the adjacent section of pipeline by others including cutting of test header, re-beveling as required , radiography and other NDT examination, joint coating as per specification.
28Carrying out all temporary, ancillary, auxiliary works and all incidental works required to make the pipeline ready for pre-commissioning;
29Repair of defects recorded during EGP/gauge plate run or otherwise including cutting, beveling, welding, radiography, field joint coating etc; as applicable,
30Final clean-up and restoration of right of way/ right of use including disposal of debris and returning all surplus material to defined disposal areas and storage yards as mentioned in Annexure-2 to SCC, as directed by Engineer-In-Charge;
31Restoration of land, facilities, boundary wall and roads etc. and associated facilities dismantled/ damaged by the Contractor during construction to the original condition / satisfaction of concerned authority and obtaining NOC from concerned authorities/ landowners/ farmers etc.
32Obtaining work permits/ NOC from various statutory authorities having jurisdiction, before and after execution of the work and complying with all stipulation/conditions/recommendation of the said authorities.
33Preparation of as-built drawings, pipe-book and other records as specified in the specifications. SOR shall be read in conjuction with scope of work, job specific requirements, specifications, standards, drawings and other provision of contract document. All above works, line pipe laying and installation all above works for buried pipeline as per following details:
34Installation of Coated Line Pipes as per following details:
35Line pipe details
36Size OD (mm) Thk. (mm) Grade Coating Type Length of each Pipe Type of Soil Terrain/ Area
37For All Type of Soil Excluding Hard Rock (Refer Notes )
38609.6 mm, 11.13 mm thk, Gr API 5L Gr. X-70 PSL-2, 3-Layer PE Coating Bevel End ,Double random (approx. 11.5 to 12.5 mtr.), All type of soil excluding hard rock (Refer note-18), Flat / Slightly Undulating/ Undulating
39609.6 mm, 12.7 mm thk, Gr API 5L Gr. X-70 PSL-2, 3-Layer PE Coating Bevel End ,Double random (approx. 11.5 to 12.5 mtr.), All type of soil excluding hard rock (Refer note-18), Flat / Slightly Undulating/ Undulating
40609.6 mm, 15.88 mm thk, Gr API 5L Gr. X-70 PSL-2, 3-Layer PE Coating Bevel End ,Double random (approx. 11.5 to 12.5 mtr.), All type of soil excluding hard rock (Refer note-18), Flat / Slightly Undulating/ Undulating
41For Hard Rock/Soil with Hard Rock Strata (Refer Notes )
42609.6 mm, 11.13 mm thk, Gr API 5L Gr. X-70 PSL-2, 3-Layer PE Coating Bevel End ,Double random (approx. 11.5 to 12.5 mtr.), Hard Rock/Soil with hard rock (Refer note-18), Flat / Slightly Undulating/ Undulating
43609.6 mm, 12.7 mm thk, Gr API 5L Gr. X-70 PSL-2, 3-Layer PE Coating Bevel End ,Double random (approx. 11.5 to 12.5 mtr.), Hard Rock/Soil with hard rock (Refer note-18), Flat / Slightly Undulating/ Undulating
44Notes :
451. This item rate is applicable for complete work of laying of underground pipeline of Duliajan Feeder Line (DFL), i.e., Mainline of 24\\" x 174.236 Km ( Approx.) - From DT at OIL's CGGS at Madhuban (Duliajan) to RT at existing SV-14 of GNPL (Jorhat) and Branch line of 24\\"x 6.027 Km DT at BCPL Source Lepetkata to RT cum Injection point at SV-03 of DFL mainline as per Schematic Route Diagram (Refer Drg. No.: MEC/05/28/E/0085/M/1021 enclosed as APPENDIX-IV to PJS) including installation of aboveground insulating joint & flow tee and station approach pipeline but excluding aboveground & underground installation of SV Station & Tap-off (tie-in to tie-in with mainline) which are covered separately.
462. The length of pipeline are tentative.
473. It may be noted that only about 39.3 Km ROU is fresh ROU. Rest of the pipeline shall be laid for 75.948km in the existing shared ROU of BCPL, 52.942 km in existing shared ROU of ONGC and 6.556 km in existing shared ROU of other IGGL pipelines. Approved Standard Operating Procedure (SOP) as well as all the conditions specified by the existing ROU entity to be followed without any cost implication for laying of pipeline in the shared ROU.
484. The pipeline route also passes through Jokai Reserved Forest for about 0.767 Km. There may be restricted ROU in the forest area. Approved Standard Operating Procedure (SOP) as well as all the conditions specified by the forest authority to be followed without any cost implication for laying of pipeline in the restricted ROU of Forest.
495. Rate for laying of OFC & duct shall be quoted in relevant Schedule of Rates (SOR) of Telecom works, hence not to be included in Pipeline Laying works.
506. For soil strata details, refer Alignment Sheets, Soil Investigation Report and Detailed engineering survey report enclosed with Bid.
517.The above rate shall be inclusive of hydrotesting of complete pipeline including hydrotesting of all crossing sections (including those of HDDs performed by separate agency, if any) along-with the mainline.
528. Payment for Preparation of as-built drawings, pipe-book and other records as specified in the specifications is to be covered in this SOR rate.
539. List of crossings indicating tentative crossing methodology is enclosed as APPENDIX-VIII to PJS in tender document. Bidders are advised to visit the site for actual assessment of various crossings. Payment shall be made as per approved crossing methodology as per relevant SOR item.
5410.In case of change of crossing methodology (as indicated in APPENDIX-VIII to PJS) by EIC, the rates shall be payable as per relevant SOR item. In case, Contractor changes crossing methodology from open cut to trenchless/ any other method on his own, then, no additonal payment shall be admissible on this account.
5511. Contractor shall return all surplus material to defined storage yard as mentioned in Annexure-2 to SCC, as directed by Engineer-In-Charge.
5612. Payment for supply & application of continuous concrete weight coating will be made as per other relevant SOR item.
5713.The above item rate excludes crossings by HDD, zero HDD, Cased crossings, crossings by Open cut conventional method and Crossings by Moling technique (which are covered separately in relevant SOR items). For other crossings, it is deemed to be inclusive in above item rate.
5814. For detail of pipeline route and ground profile, refer Survey report & Alignment sheets enclosed with the bid document. Sl. No. Description of Item Unit Quantity Unit Rate inclusive of all applicable taxes & duties except GST (CGST&SGST/UTGST or IGST). Total Amount inclusive of all applicable taxes & duties except GST (CGST&SGST/UTGST or IGST). CIVIL WORKS SHEET 1 In INR In INR CIV-1 SITE CLEARANCE CIV-1A DEMOLITION OF R.C.C Dismantling of existing RCC / Rigid Pavement at all height and depths manually /by mechnanical means, along with removing the debris and disposal of unserviceable material to any lead at unobjectionable place outside premises, staking of serviceable materials (reinforcements) inside the premises, handing over serviceable material to Client , all complete as per direction of Engineer-in-charge. CUM 35.0 2300.0 80500.0 Note: 0.0 0.0 1. Rate includes cost of all labour, tools, tackles, hire charges, royalties, levies, leads, loading/unloading, transportation, water, electric power, illumination etc. complete in all respects as per scope of work, detailed construction drawings, technical specifications and direction of Engineer-in-charge. 0.0 0.0 2. Demolition of RCC will be paid in NET CUM after deductions for air voids as demolished. 0.0 0.0 CIV-1B DISMANTLING WORKS EXCEPT RCC 0.0 0.0 Dismantling of existing PCC / Masonry Work / Soling / Flexibile Pavements at all heights and depths manually/ by mechanical means including stacking of serviceable materials inside the premises, handing over serviceable material to Client(if any) & disposal of unserviceable materials at an unobjectionable place outside the premises for all leads, all complete as per direction of Engineer-In-Charge. CUM 40.0 1900.0 76000.0 Note: 0.0 0.0 1. Rate includes cost of all labour, tools, tackles, hire charges, royalties, levies, leads, loading/unloading, transportation, water, electric power, illumination etc. complete in all respects as per scope of work, detailed construction drawings, technical specifications and direction of Engineer-in-charge. 0.0 0.0 2.Demolition of PCC / Masonry Work / Soling / Flexible Pavements will be paid in NET CUM as demolished. 0.0 0.0 CIV-1C CLEANING VEGETATION 0.0 0.0 Cleaning bushes including uprooting of rank vegetation, green bush wood, trees and saplings of girth upto 30cms (measured at a height of 1m above ground), stacking the serviceable materials and disposal of the same including rubbish etc. upto any lead and all lift as per specification and direction of the Engineer-n-charge. (payment will be made for actual site clearance area only). SQM 60000.0 45.0 2700000.0 CIV-1D TREE CUTTING 0.0 0.0 Tree cutting (only of girth more than 30 cm above 1m above ground) along with removal of roots and stumps and handing over the same to Owner / Owner's Representative including paying royalties, disposal, taking approval from competent authorities etc. all complete, as per technical specifications and direction of Engineer-in-charge. Nos. 35.0 4200.0 147000.0 Note: 0.0 0.0 1.Rate includes cost of all labour, tools, tackles, hire charges, royalties, levies,loading/unloading, transportation, electric power, illumination and cost of handingover to owner/or his representative etc. complete in all respects as per scope of workand direction of Engineer-in-charge. 0.0 0.0 0.0 0.0 CIV-2 ANTI TERMITE TREATMENT 0.0 0.0 CIV-2a Material and labour for treating the top surface of filled earth using emulsion of Chlorpyriphos/Lindane E.C. 20% with 1% concentration at the rate of 05 litres of emulsion per square meter of surface . SQM 2700.0 340.0 918000.0 CIV-2b All as per Item no. CIV-2a) above but treating the soil under plinth protection using chemical emulsion at the rate of 05 litres of emulsion per Sq M of the surface area. SQM 1100.0 500.0 550000.0 CIV-2c All as per Item no. CIV-2a) above but treating the soil along with external perimeter of buildings using chemical emulsion at the rate of 2.25 litres of emulsion per RM of the perimetre wall. RM 1100.0 90.0 99000.0 CIV-2d All as per Item no. CIV-2a) above but treating the backfill in contact with foundation using chemical emulsion at the rate of 7.50 litres of emulsion per Sq M of vertical surface ( area of surface in contact with backfill to be measured). SQM 300.0 550.0 165000.0 NOTE: For Items (2a) To (2d) Contractor shall give at least 10 years performance guarantee for anti termite treatment works 0.0 0.0 0.0 0.0 CIV-3 EARTH WORK IN EXCAVATION AND BACKFILLING 0.0 0.0 a) Earthwork in excavation for foundations in ordinary soils including soft rock / disintegrated rock in both dry and wet conditions including pumping and bailing out surface and subsoil water, shoring, strutting, slush removal including backfilling in all positions in layers of 300mm at all heights and depths as per drawings and specifications wherever required, in Foundation pits and other places with excavated suitable surplus earth including reclaiming from spoil heaps kept within the plot including dressing and levelling, watering and mechanical compaction etc.,transporting surplus unserviceable soil upto any lead and spreading in layers and as per specifications and direction of Engineer in charge. The Measurement for payment shall be for the theoretical volume only and it shall be the volume of the block of the excavation having maximum bottom dimension of the levelling course/PCC as per drawing and to actual depth. 0.0 0.0 a) For depth upto 1.5m. CUM 12000.0 420.0 5040000.0 b) For depth beyond 1.5 m CUM 2000.0 470.0 940000.0 Note: 0.0 0.0 1. The Contractor shall take into account in his rate, the provision for excess excavation required for necessary working space, cutting in slopes etc., which may be required for excavation and other allied works and refilling the side slopes and working space in layers as per requirement. 0.0 0.0 2. Rate to include cost of all labour, tools, tackles, equipment, hire charges, bailing and pumping out water etc. with all bye works and sundry works complete in all respects.. 0.0 0.0 0.0 0.0 0.0 0.0 CIV-4 EARTH WORK IN EXCAVATION/ SITE GRADING IN HARD ROCK 0.0 0.0 Earth work in excavation in hard rock requiring blasting for all type and size of foundations in any plan dimension up to required depth including disposal of excavated material up to any lead in all conditions, and disposal of surplus and unserviceable material. Surface to be leveled and neatly dressed complete in all respect as per scope of work, detailed construction drawings and directions of the Engineer-in-charge. The Measurement for payment shall be for the theoretical volume only and it shall be the volume of the block of the excavation having maximum bottom dimension of the levelling course/PCC as per drawing and to actual depth. CUM 2000.0 1600.0 3200000.0 Note:- 0.0 0.0 1. The Contractor shall take into account in his rate, the provision for excess excavation required for necessary working space, cutting in slopes etc., which may be required for excavation and other allied works as per requirement. 0.0 0.0 0.0 0.0 CIV-5 EARTH WORK IN FILLING 0.0 0.0 Controlled earth filling with good quality imported earth from approved source under floors and other places with special compaction to achieve dry density of 95% standard proctor density as per instruction of the Engineer at all heights/depths upto any lead transporting, depositing, compacting and dressing, trimming complete as desired in layers not exceeding 30cm including watering, consolidating by mechanical means as per specifications and instructions of the Engineer. CUM 85000.0 550.0 46750000.0 0.0 0.0 CIV-6 EARTH WORK IN BOX CUTTING FOR ROADS 0.0 0.0 Earth work in Box cutting for roads in embankment/existing ground, in all kinds of soils for formation of subgrade to required camber, gradient including rolling, compaction with 8 to 10 t power roller to get 95% proctor density and dressing up the surface, breaking clods, removal of slush and water, transporting and depositing or stacking unserviceable earth elsewhere upto any lead as directed by Engineer in charge for all heights etc., complete as per specification. CUM 2700.0 425.0 1147500.0 0.0 0.0 CIV-7 SAND FILLING 0.0 0.0 Supplying and filling approved quality coarse sand/M sand (Zone II or Zone III) in foundation or under floor, trenches, pits and other places, at all locations in layers of 150 mm thickness including watering and ramming, all lead, lift and depth complete as per drawing and specification and direction of the Engineer. CUM 1250.0 2000.0 2500000.0 0.0 0.0 Note: 0.0 0.0 1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, cost of sand, right of way, cess, and backfilling using sand in all conditions, etc. 0.0 0.0 CIV-8 PLAIN CEMENT CONCRETE 0.0 0.0 CIV-8a Supplying and laying plain cement concrete of grade 1:2:4 (M 15) with stone aggregate 20mm down grade (including shuttering if required) in foundations, floors, roof screed, aprons, pits, drains and other mass concrete works, steps, coping of wall, sill etc., at all depths and heights/levels as per drawings, specifications and directions of the Engineer-in-charge. CUM 700.0 8500.0 5950000.0 Note: 0.0 0.0 1.Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials, OPC/PPC cement, shuttering in all conditions etc. with all bye works and sundry works. 0.0 0.0 2. In case of non availability of OPC Cement, PPC Cement can be used in place of OPC after approval from Engineer-in-charge. Suitable rate for rebate using PPC shall be submitted by the Contractor. 0.0 0.0 0.0 0.0 CIV-8b Supplying and laying plain cement concrete of grade 1:3:6 (M 10) with stone aggregate 40mm down grade (including shuttering if required) in all levelling courses under foundations, mass concrete works,road works, chambers, trenches,floors and any other locations at all depths complete in all respects as per drawings, specifications and directions of the Engineer-in-charge. CUM 1500.0 8000.0 12000000.0 Note: 0.0 0.0 1.Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials, OPC/PPC cement, shuttering in all conditions etc. with all bye works and sundry works. 0.0 0.0 2. In case of non availability of OPC Cement, PPC Cement can be used in place of OPC after approval from Engineer-in-charge. Suitable rate for rebate using PPC shall be submitted by the Contractor. 0.0 0.0 0.0 0.0 CIV-9 REINFORCED CEMENT CONCRETE 0.0 0.0 Providing and Laying in position Machine batched and machine mixed Design mix/ Ready mixed for Reinforced Cement Concrete work of grade M-25 using 20mm down size graded aggregate at all depths and heights using cement content as per approved design mix manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of RMC as applicable, including cost of centering, shuttering and admixtures in recommended proportions as per IS: 9103 to accelerate/retard setting of concrete (improve workability without impairing strength and durability) but excluding cost of reinforcement as per direction of Engineer-in-charge. Mechanical mixers with Hopper along with Weigh Batcher shall also be permitted for use at site with the approval of Engineer-Incharge to produce Design Mix Concrete of specified grade. CUM 7400.0 12500.0 92500000.0 0.0 0.0 Note: 0.0 0.0 1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as, minimum 43 grade OPC cement/PPC cement including sulphate resistant cement if required, coarse and fine aggregates, admixtures, other minor construction materials, testing of concrete, curing etc. with all bye works complete. 0.0 0.0 2. The reinforcement shall be paid separately vide respective item. 0.0 0.0 3. In case of non availability of OPC Cement, PPC Cement can be used in place of OPC after approval from Engineer-in-charge. Suitable rate analysis for rebate along with mix design using PPC shall be submitted by the Contractor. 0.0 0.0 0.0 0.0 CIV-10 REINFORCEMENT STEEL 0.0 0.0 Supplying, Fabricating and Fixing in position TMT Grade Fe 500D reinforcement conforming to IS1786 at all levels and positions including the cost of transport, straightening, cutting, bending, cranking, welding, provision of necessary chairs and spacers, preparation of bar bending schedule and getting the same approved by EIC etc., complete as per drawings and specifications and including cost of binding wire, labour, testing etc., all complete in all respects as per detailed construction drawings, technical specifications and direction of Engineer-in-charge. The chairs and spacer bars provided will not be measured for payment. MT 840.0 97000.0 81480000.0 Note: 0.0 0.0 1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as reinforcement steel, binding wire etc. with all bye works and sundry works complete. 0.0 0.0 2. Chairs, Unauthorised Laps, Spacers, Binding wire, Wastage etc. shall be to contractor's account. 0.0 0.0 0.0 0.0 CIV-11 DAMP PROOF COURSE 0.0 0.0 Providing 40 mm thick Damp proof course over plinth with cement concrete grade 1:1.5:3 using aggregate of 10 mm and down graded and mixing approved water proof admixture with cement as per manufacturer's specification including necessary formwork/ shuttering, one coat of hot bitumen of grade VG-10 over the top surface of Damp proof coarse and all necessary byeworks complete as per specification, drawing and as directed by the Engineer. SQM 450.0 930.0 418500.0 0.0 0.0 CIV-12 BRICK WORK 0.0 0.0 Providing and laying BRICK WORK straight or curved on plan to any radius using best quality bricks with frog/indent, conforming to sub-class A as per IS:1077 having crushing strength of not less than 50 kg/cm2 in cement mortar 1 :6 (1 Cement : 6 Coarse Sand) in all types of foundation and superstructure at all depths/heights including projections, pillars, parapets, ornamentals of any shape, cornices, all complete including cut work, curing, scaffolding,including filling of joints with Cement Mortar 1:6 and racking of joints, etc. as per specifications, drawings and directions of the Engineer. CUM 3500.0 8400.0 29400000.0 Note: 0.0 0.0 Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as minimum 43 grade cement (OPC/PPC), bricks, finishes, bitumen, other minor construction materials, shuttering, staging, masonry work, painting with bitumen on faces in contact with soil etc. as per requirement with all bye-works and sundry works complete as per drawings. 0.0 0.0 0.0 0.0 CIV-13 AUTOCLAVED AERATED CEMENT BLOCKS 0.0 0.0 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mmmm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately). CUM 1600.0 9000.0 14400000.0 0.0 0.0 CIV-14 INSERTS 0.0 0.0 Supplying, Fabricating, Fixing at all levels and positions Steel embedments/ Inserts like Plates, Angle, Channels, Anchor boxes, MS pipe Sleeves including threading etc., including two coats of approved quality Synthetic enamel paint over a primer coat on the exposed Surfaces wherever necessary, complete as per Drawings, Specifications and directions of the Engineer-in-charge. (Jigs, Templates and Fixtures will not be paid seperately). KG 7000.0 147.0 1029000.0 0.0 0.0 CIV-15 PLINTH PROTECTION 0.0 0.0 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. SQM 1100.0 1600.0 1760000.0 0.0 0.0 CIV-16 G.I.PIPES 0.0 0.0 Providing and fixing of following size of G.I. pipes (medium duty) as per IS 1239 complete with G.I. fittings and clamps including cutting by hack saw, bending by hydraulic machine, trenching and refilling etc. including all labour and material complete as per approved drawing and direction of EIC. 0.0 0.0 A) 100 mm nominal bore RM 400.0 1900.0 760000.0 B) 150 mm nominal bore RM 200.0 2500.0 500000.0 0.0 0.0 CIV-17 PRE CAST COVERS 0.0 0.0 Providing, hoisting and fixing up precast reinforced cement concrete of M-25 grade (20mm nominal size) in trenches, pits, tanks and the like including the cost of required centering, shuttering (with smooth surface) complete but excluding cost of reinforcement. CUM 20.0 16000.0 320000.0 Note :- 0.0 0.0 1. The reinforcement shall be paid separately vide respective item. 0.0 0.0 0.0 0.0 CIV-18 KHURRAS 0.0 0.0 Making Khurras 45cm x 45cm with average thickness of 50mm in PCC (1:2:4) using 20mm and down stone chips over PVC sheet 1m x 1m x 400micron, finished with 12mm cement plaster (1:3) and a coat of neat cement rounding the edges and making, finishing the outlet. NOS. 50.0 1000.0 50000.0 0.0 0.0 CIV-19 GOLA 0.0 0.0 Providing gola 75 x75mm in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : RM 1000.0 360.0 360000.0 In 75x75mm deep chase 0.0 0.0 0.0 0.0 CIV-20 CONCRETE PIPES (NP3 TYPE) 0.0 0.0 Providing and laying non-pressure NP3 class (medium duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including trenching and filling complete as per direction of Engineer in charge. 0.0 0.0 a) 150 mm dia RM 100.0 2200.0 220000.0 b) 300 mm dia RM 100.0 3500.0 350000.0 c) 600 mm dia RM 100.0 5250.0 525000.0 0.0 0.0 CIV-21 CONCERTINA COIL 0.0 0.0 CIV-21a Providing and fixing Concertina Coil fencing with Punched tape concertina coil 600mm dia 10 metre openable length (total length 90 m), having 50 nos. rounds per 6 m length, upto 3 m height of wall with existing angle iron Y- shaped placed 3 m apart and with 9 horizontal RBT reinforced barbed wire, stud tied with GI staples and GI clips to retain horizontal, including necessary bolts or GI barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(RBT)/spring core(2.5mm thick) wire of high tensile strength of 165 kg/sq.mm with tape(0.52mm thick) and weight 43.478gm/metre(cost of MS angle, CC blocks shall be paid separately) RM 2800.0 650.0 1820000.0 CIV-22b Supplying, Fabricating, Fixing at all levels and positions Steel Y angle embedments/ Inserts in boundary wall column with CC blocks including two coats of approved quality Synthetic enamel paint over a primer coat on the exposed Surfaces wherever necessary, complete as per Drawings, Specifications and directions of the Engineer-in-charge. Nos 1000.0 1200.0 1200000.0 Note- Read this item along with tender drawing MEC/05/22/STD/009. 0.0 0.0 0.0 0.0 CIV-23 RAIN WATER HARVESTING PIT 0.0 0.0 Providing,constructing and finishing of rain water harvesting pit including boring up to ground water table, provision of filter media and construction of pit complete as per scope of work, detailed construction drawings and directions of the Engineer-in-charge. Nos. 15.0 320000.0 4800000.0 [Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials, such as minimum 43 grade OPC cement, bricks of class designation M-7.5 of IS: 1077 in CM 1:4 (1 cement ;4 sand),bitumen,other minor construction materials, shuttering, staging,providing and placing R/F steel, inserts etc. with all by works and sundry works complete. 0.0 0.0 0.0 0.0 CIV-24 BOULDER SOLING 0.0 0.0 Providing and laying stone boulder soling with stone boulders of different sizes including packing filling interstices with smaller size stones dry and wet consolidition with moorum as coarse aggregate in foundation, trenches,pavements including ramming, consolidating with mechanical means and tamping etc. completed as directed at the site (Compacted thickness shall be measured for payment) 0.0 0.0 a) 125mm thick of size 60-90mm CUM 200.0 3500.0 700000.0 b) 150mm thick of size 90-120mm CUM 200.0 4400.0 880000.0 0.0 0.0 CIV-25 STONE AGGREGATE 0.0 0.0 Supplying, stacking and spreading of stone aggregate of size 53 mm to 22.4 mm at desired locations inside the plot over well compacted earth complete as per construction drawing and as directed by Engineer-in-charge. CUM 2000.0 3300.0 6600000.0 0.0 0.0 CIV-26 PLASTERING IN DRAINS 0.0 0.0 Providing and applying 15mm thick cement plaster 1 : 4 (1 cement : 4 medium coarse sand) smooth finish (1 neat coat of cement) with waterproofing compound at all depths & heights on faces of walls, pillars, projection, bands, etc., including raking out joints if any left out, necessary dabbing, curing, scaffolding complete at all heights as per specification and drawings. SQM 6000.0 370.0 2220000.0 Note: 0.0 0.0 Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as minimum 43 grade cement (OPC), coarse sand and other minor construction materials as per requirement with all bye-works and sundry works complete as per drawings. 0.0 0.0 0.0 0.0 CIV-27 JOINT FILLER 0.0 0.0 a) Providing and filling expansion joints in boundary walll with 25mm thick bitumen impregnated fibre board conforming to IS 1838 including cost of primer all complete. RM 450.0 240.0 108000.0 0.0 0.0 b) Providing and filling 12mm deep groove on top and on both sides of vertical surafce with bitumenous sealant all complete. RM 800.0 150.0 120000.0 Note- Read this item along with tender drawing no MEC/05/22/STD/009. 0.0 0.0 0.0 0.0 CIV-28 ROAD WORKS 0.0 0.0 CIV-28a Providing, laying, spreading, and compacting graded stone aggregeate Granular Sub Base over subgrade, aggregate gradation shall be as per Table No 400 - 1 of Grading 1 of MORTH specifications (See Note 1) including transportation of material to site , laying in uniform layers with well prepared surface and compacting with vibratory roller to achieve the desired density as per specifications complete in all respect. Same shall be laid in layers of 200 mm thickness each. Rate to include preparation of existing subgrade surface to the proper line and level and compacted as directed by Engineer in charge. CUM 1300.0 3400.0 4420000.0 Note 1: 0.0 0.0 IS Sieve Designation % Passing75.0 mm 10053.0 mm 80-10026.5 mm 55-909.50 mm 35-654.75 mm 25-552.36 mm 20-400.425 mm 10-250.075 mm 3-10 0.0 0.0 0.0 0.0 CIV-28b Providing, laying, spreading, and compacting graded stone aggregate to wet mix macadam specifications as per Table no 400 - 11 of MORTH specifications (See Note 1) including the premixing the material with water at OMC in mechanical mix plant,carriage of mixed material by tipper to site, laying in uniform layers with paver/grader/manual in sub- base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per specifications complete in all respect. Same shall be laid in a layer of 100mm thickness over GSB Layer. CUM 800.0 3900.0 3120000.0 Note 1: 0.0 0.0 IS Sieve Designation % Passing53.0 mm 10045.0 mm 95-10026.5 mm ---22.40 mm 60-8011.20 mm 40-604.75 mm 25-402.36 mm 15-300.06 mm 8-220.075 mm 0-8 0.0 0.0 0.0 0.0 CIV-28c REINFORCED CEMENT CONCRETE IN PAVING/GRADE SLAB WITH VACUUM DEWATERED CONCRETING USING TREMIX OR EQUIVALENT METHOD 0.0 0.0 Providing and Laying in position machine batched and machine mixed Design mix / Ready mixed M-30 grade concrete for slab/paving work at all depths and heights using 20 mm down size graded aggregate in panels of 4.0m x 4.0 m or as per approved drawing by using vacuum dewatering method (tremix flooring or equivalent) using cement content as per approved design mix manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads having continuous agitated mixer and providing necessary formwork with MS Channel sections, curing, edge treatment, making necessary slope, vibrating with needle and surface vibrators and finishing with broom finish including cost of centering & shuttering, admixtures in recommended proportions as per IS: 9103 to accelerate/retard setting of concrete (improve workability without impairing strength and durability) but excluding cost of reinforcement all complete in all respects and as per direction of Engineer-in-Charge. Cost of providing and laying 12 mm wide 25 mm deep polysulphide sealant in contraction joint in RCC floor including groove cutting is included within this SOR Item. Mechanical mixers with Hopper along with Weigh Batcher shall also be permitted for use at site with the approval Of Engineer-in-Charge to produce Design Mix Concrete. CUM 1300.0 13250.0 17225000.0 Note: 0.0 0.0 1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as minimum 43 grade OPC cement, coarse and fine aggregates, admixtures, other minor construction materials, testing of concrete, curing etc. with all bye works and sundry works complete. 0.0 0.0 2. Reinforcement & Expansion Joints shall be paid separately vide respective item. 0.0 0.0 0.0 0.0 CIV-29 CONCRETE PAVEMENT 0.0 0.0 Providing and laying reinforced cement concrete pavement 150 mm thick in M-25 grade with 20 mm and down grade crushed stone aggregate in pavement, including earthwork in excavation, preparation of base (i.e. compacted subgrade, 200 thk sand and 100 thk PCC M-10 grade), leaving pockets if necessary, making recess, projections, fixing inserts conduit pipes (GI, PVC, HDPE, etc.) laying in alternate panels, filling the gaps between the panels with bitumen sand mix filler material etc., making slopes, finishing edges, leaving bars for pedestals & sleepers including providing sand fill isolation , shuttering, providing and fixing reinforcing steel, curing, chipping and modification works etc. as specified in any shape, thickness, position and finishing the top surface smooth as per requirement etc. all complete as per drawings, specifications and directions of the Engineer-in-charge. SQM 6500.0 3300.0 21450000.0 150mm thick in Pavements of Process Area (Type - I) 0.0 0.0 Note :- 0.0 0.0 1.Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials, providing and fixing reinforcement steel, shuttering, earthwork in excavation and backfilling using serviceable earth in all conditions, preparation of base, etc. with all bye works and sundry works. Cost of works towards pipe supports & sleepers being raised from pavement is covered under respective RCC items. 0.0 0.0 0.0 0.0 CIV-30 EXPANSION JOINTS 0.0 0.0 CIV-30A Providing 25mm wide 200 deep expansion joint with 25 thick PUF filler board, top filled with 15 mm x 25 mm polysulphide sealant, 32mm dia medium grade PVC sleeve with end cap at one end with 20mm dia plain MS bar @ 500mm c/c etc all complete as per drawing, specification and instruction of Engineer. RM 400.0 640.0 256000.0 0.0 0.0 CIV-30B Providing and laying 40 mm thick 200 mm deep expansion/seperation joint along the periphery of pedestals, flooring with approved bituminous impregnated fibre board conforming to IS 1838 including sealing the top 20mm depth with bituminous mastic sealant at all heights and locations with all bye-works complete as per drawing, standard practice as directed by Engineer. RM 1850.0 1200.0 2220000.0 0.0 0.0 CIV-31 PAVER BLOCK FLOORING 0.0 0.0 Supplying and placing in position as per approved pattern of Cement Concrete Inter locking/grass jointed paver block 60 mm thick of approved shape, rough finish, M-30 strength of approved brand laid over the sand bed of minimum 100 mm thick. The CC interlocking blocks to be of uniform Grey colour or as approved by EIC complete in all respects as per scope of work, detailed construction drawings, technical specifications and directions of the Engineer-in-charge. SQM 1500.0 1620.0 2430000.0 Note :- 0.0 0.0 1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such paver blocks, sand, earth work in excavation in cutting earth in all conditions, shuttering with all bye works and sundry works. 0.0 0.0 2.PCC below paver shall be paid separately vide respective item. 0.0 0.0 0.0 0.0 CIV-32 KERB STONE FIXING 0.0 0.0 Providing and fixing precast concrete Kerb stones (125 wide X 300 deep approx.) of M-30 grade or equivalent of approved make and shape at or near ground level as per approved pattern and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand) including the cost of required centering, shuttering and finishing smooth with 6 mm thick cement plaster 1:3 (1 cement : 3 fine sand) wherever required over 75 mm thick PCC M-10 levelling course, complete in all respects as per scope of work, detailed construction drawings, technical specifications and directions of the Engineer-In-Charge. RM 1500.0 1200.0 1800000.0 1. Rate to include all labour, tools, tackles, factory manufactured & steam cured Kerb Stones, shuttering, transportation, water charges, earth work if any, PCC etc complete. 0.0 0.0 0.0 0.0 CIV-33 CPVC PIPES - EXPOSED WORK 0.0 0.0 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes of approved make having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge - Exposed Work. 0.0 0.0 A) 32 mm nominal bore RM 200.0 740.0 148000.0 B) 25 mm nominal bore RM 30.0 620.0 18600.0 C) 20 mm nominal bore RM 30.0 560.0 16800.0 D) 15 mm nominal bore RM 30.0 500.0 15000.0 0.0 0.0 CIV-34 CPVC PIPES - CONCEALED WORK 0.0 0.0 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes of approved make having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. - Concealed Work including cutting chases and making good the walls etc. 0.0 0.0 A) 25 mm nominal bore RM 50.0 600.0 30000.0 B) 20 mm nominal bore RM 50.0 550.0 27500.0 C) 15 mm nominal bore RM 30.0 500.0 15000.0 0.0 0.0 CIV-35 NON RETURN VALVE 0.0 0.0 Supplying, fitting and fixing superior quality Gun metal non return valve of approved quality 0.0 0.0 A) 32mm dia NOS. 30.0 3600.0 108000.0 B) 25mm dia NOS. 20.0 3000.0 60000.0 0.0 0.0 CIV-36 SINTEX OR EQUIVALENT HDPE WATER TANK 0.0 0.0 Providing and fixing 1000 litres capacity SINTEX or equivalent approved HDPE water tank ISI : 12701 marked with PVC fittings for inlet, outlet, over flow, scour float valve, air lock release pipe, connections of required size and diameter including connections and fixing the tank on roof at all heights with all bye-works complete as per manufacturer's specification and direction of the Engineer. (Support of tank on Brick/RCC/PCC will be paid under relevent items) EACH 13.0 25000.0 325000.0 0.0 0.0 CIV-37 SAND CAST IRON/ CAST SPUN SOIL,WASTE & VENT PIPE AND FITTINGS 0.0 0.0 Providing, laying and jointing in position sand cast iron/ cast iron spun soil, waste and vent pipe conforming to IS 1729 including all fittings like offsets, bends, tees etc. including lead caulked joints 45 mm deep and fixing them on floors or vertically against walls by M.S. brackets or clamps so as to keep the pipes away from the wall. Rate to include scaffolding, water testing after laying the pipes and painting with two coats of paint of any colour such as chocolate grey, buff etc. over a coat of primer of approved quality all complete. 0.0 0.0 A) 100 MM DIA RM 150.0 2500.0 375000.0 B) 75 MM DIA RM 100.0 2000.0 200000.0 0.0 0.0 CIV-38 GULLY TRAP 0.0 0.0 Providing and fixing square mouth S.W. 100x100 mm size P type gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300x300 mm size (inside) the weight of cover to be not less than 4.5 kg and frame to be not less than 2.70 kg as per standard design with common burnt clay bricks of class designation 5.0 NOS. 25.0 4500.0 112500.0 0.0 0.0 CIV-39 BRICK MASONRY MANHOLES 0.0 0.0 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with RCC top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design including excavation,backfilling and disposal of surplus earth complete as per specifications, drawings and direction of Engineer-in-Charge. 0.0 0.0 Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg with common burnt clay bricks of class designation 5.0 EACH 20.0 21000.0 420000.0 0.0 0.0 Extra for depth for manholes RM 40.0 7000.0 280000.0 0.0 0.0 CIV-40 GLAZED STONEWARE PIPES 0.0 0.0 Providing, laying and jointing glazed stone ware pipe class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 ( 1 Cement : 1 Fine Sand) including embedding in PCC M-10, making haunches, necessary excavation, backfilling and testing of joints etc complete as per specification and upto 1.5m depth. (PCC shall be paid separately). 0.0 0.0 100 mm dia RM 100.0 1500.0 150000.0 150 mm dia RM 200.0 2000.0 400000.0 0.0 0.0 CIV-41 FLOOR TRAP 0.0 0.0 CIV-41a Providing and fixing PVC floor trap of self cleansing design conforming to IS specs with 100mm inlet, 100mm outlet and 150mm CP hinged heavy brass grating of 6mm thick with rim. Rate shall include making all necessary leak proof connections etc. NOS. 25.0 1800.0 45000.0 CIV-41b Providing and fixing PVC floor trap of self cleansing design conforming to IS specs with 100mm inlet, 75mm outlet and 150mm CP hinged heavy brass grating of 6mm thick with rim. Rate shall include making all necessary leak proof connections etc. NOS. 10.0 2700.0 27000.0 0.0 0.0 CIV-42 SEPTIC TANK 0.0 0.0 Providing and construction of septic tank in brick masonry with common burnt clay bricks of class designation 5.0 and base and top slab in RCC M25 complete in all respect as per scope of work, detailed construction drawings , technical specifications and directions of the Engineer-in-charge. 0.0 0.0 CIV-42a TYPE-I for 20 Users NOS. 13.0 200000.0 2600000.0 Note: 0.0 0.0 Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as minimum 43 grade cement including CI vent, CI manhole cover, SW fittings, PVC coated rungs, brick, inserts, bolts covers, aggregates / sand fill conduits finishes in excavation and backfilling using strutting, bailing and pumping out water, masonry work, plastering, plumbing, sanitation, etc. with al bye works and sundry works. Scope of construction is from inlet chamber to outlet chamber. Over all depth of chamber may very as per site condition. 0.0 0.0 0.0 0.0 CIV-43 SOAK PIT 0.0 0.0 Making soak pit 2.5 m outside diameter and effective depth of 2.5m with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design with common burnt clay bricks of class designation 7.5. NOS. 13.0 170000.0 2210000.0 CIV-44 PILING UNDER FOUNDATION 0.0 0.0 a) Providing and fixing in position \\"Bored cast in situ RCC piles skin friction/end bearing type upto 500 mm diameter and 30 T capacity in M 25 Concrete \\" excluding the cost of reinforcement and getting the designs of same approved by IGGL/ MECON including driving in ground at specified locations by using standard tools for construcing a rigid support base for supporting the pipe line, boundary wall, buildings etc including all bye works, complete as per drawings, specification and directions of the Engineer-in-charge. RM 7450.0 5400.0 40230000.0 Notes-1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials, shuttering, providing and fixing reinforcement steel testing etc. with all bye works and sundry works and consumables. 0.0 0.0 2. Reinforcement will be paid seperately in respective SOR item. 0.0 0.0 0.0 0.0 b) Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. 0.0 0.0 Single pile upto 30 tonne capacity 0.0 0.0 Initial test Nos. 6.0 110000.0 660000.0 Routine test Nos. 12.0 110000.0 1320000.0 0.0 0.0 c) Lateral load testing of piles in accordance with IS 2911 (Part IV) including cost of tolls and tackles required for testing etc. complete as per specification & the direction of Engineer in-charge. 0.0 0.0 Single pile upto 2.0 tonne capacity 0.0 0.0 Initial test Nos. 6.0 90000.0 540000.0 0.0 0.0 CIV-45 BANK & BED PROTECTION 0.0 0.0 Providing, laying and constructing gabions and mattresses for erosion control and scour bed protection works with mattress of size 4m (max.) x 1m (max.) x 0.25 m (LxBxH) and partitions at 1m each filled with boulders of size 90-150 mm in compacted layers. Gabions and Mattresses shall be mechanically woven, double twisted, min diameter of 2.7mm/3.7mm (ID/OD) galvanised hexagonal steel wire with mesh size not exceeding 60 mm x 80 mm and zinc coating as per manufacturer specification. All adjacent mattresses shall be laced together with 4 mm galvanised steel wire. The sides of end panels shall be protected from riprap type structure (soling) with 225mm or larger size boulders. The above work shall be completed in all respect as per scope of work, detailed construction drawings and directions of the Engineer-In-Charge. SQM 1100.0 5300.0 5830000.0 Note: 1.Rate to include cost of all labour, tools, tackles,equipment, hire charges, supply of all materials, earth work in backfilling, etc. with all bye works and sundry works. 0.0 0.0 2.To be read in conjunction with Tender Drawing No. MEC/05/22/STD/003 & MEC/05/22/STD/004. 0.0 0.0 0.0 0.0 CIV-46 SAND BAGS 0.0 0.0 Supplying, providing and placing sand bags filled with cement and sand mixture in ratio 1:10 ( 1 Cement : 10 Sand) in HDPE bags for retaining earth work by using standard tools and practices including sewing the bags, watering, etc. complete as per drawings, specification and directions of the Engineer-in-charge. Rate to include cost of all labour, tools, tackles, supply of all materials,clearing, earth work, etc. with all bye works and sundry works and consumables. Nos. 1750.0 200.0 350000.0 CIV-47 STONE PITCHING 0.0 0.0 Providing and laying dry stone pitching 225mm thick with CM 1:3, on slopes,embankments using approved hard, durable stones of specified size, hand placed to proper line, level, and grade over well compacted earth. SQM 500.0 1000.0 500000.0 Total Amount of quoted price (inclusive of all applicable taxes & duties except GST (CGST&SGST/UTGST or IGST). 434717900.0 Please Enable Macros to View BoQ information
5914. For detail of pipeline route and ground profile, refer Survey report & Alignment sheets enclosed with the bid document. Sl. No. Description of Item Unit Quantity Unit Rate inclusive of all applicable taxes & duties except GST (CGST&SGST/UTGST or IGST). Total Amount inclusive of all applicable taxes & duties except GST (CGST&SGST/UTGST or IGST). CIVIL WORKS SHEET 1 In INR In INR CIV-1 SITE CLEARANCE CIV-1A DEMOLITION OF R.C.C Dismantling of existing RCC / Rigid Pavement at all height and depths manually /by mechnanical means, along with removing the debris and disposal of unserviceable material to any lead at unobjectionable place outside premises, staking of serviceable materials (reinforcements) inside the premises, handing over serviceable material to Client , all complete as per direction of Engineer-in-charge. CUM 35.0 2300.0 80500.0 Note: 0.0 0.0 1. Rate includes cost of all labour, tools, tackles, hire charges, royalties, levies, leads, loading/unloading, transportation, water, electric power, illumination etc. complete in all respects as per scope of work, detailed construction drawings, technical specifications and direction of Engineer-in-charge. 0.0 0.0 2. Demolition of RCC will be paid in NET CUM after deductions for air voids as demolished. 0.0 0.0 CIV-1B DISMANTLING WORKS EXCEPT RCC 0.0 0.0 Dismantling of existing PCC / Masonry Work / Soling / Flexibile Pavements at all heights and depths manually/ by mechanical means including stacking of serviceable materials inside the premises, handing over serviceable material to Client(if any) & disposal of unserviceable materials at an unobjectionable place outside the premises for all leads, all complete as per direction of Engineer-In-Charge. CUM 40.0 1900.0 76000.0 Note: 0.0 0.0 1. Rate includes cost of all labour, tools, tackles, hire charges, royalties, levies, leads, loading/unloading, transportation, water, electric power, illumination etc. complete in all respects as per scope of work, detailed construction drawings, technical specifications and direction of Engineer-in-charge. 0.0 0.0 2.Demolition of PCC / Masonry Work / Soling / Flexible Pavements will be paid in NET CUM as demolished. 0.0 0.0 CIV-1C CLEANING VEGETATION 0.0 0.0 Cleaning bushes including uprooting of rank vegetation, green bush wood, trees and saplings of girth upto 30cms (measured at a height of 1m above ground), stacking the serviceable materials and disposal of the same including rubbish etc. upto any lead and all lift as per specification and direction of the Engineer-n-charge. (payment will be made for actual site clearance area only). SQM 60000.0 45.0 2700000.0 CIV-1D TREE CUTTING 0.0 0.0 Tree cutting (only of girth more than 30 cm above 1m above ground) along with removal of roots and stumps and handing over the same to Owner / Owner's Representative including paying royalties, disposal, taking approval from competent authorities etc. all complete, as per technical specifications and direction of Engineer-in-charge. Nos. 35.0 4200.0 147000.0 Note: 0.0 0.0 1.Rate includes cost of all labour, tools, tackles, hire charges, royalties, levies,loading/unloading, transportation, electric power, illumination and cost of handingover to owner/or his representative etc. complete in all respects as per scope of workand direction of Engineer-in-charge. 0.0 0.0 0.0 0.0 CIV-2 ANTI TERMITE TREATMENT 0.0 0.0 CIV-2a Material and labour for treating the top surface of filled earth using emulsion of Chlorpyriphos/Lindane E.C. 20% with 1% concentration at the rate of 05 litres of emulsion per square meter of surface . SQM 2700.0 340.0 918000.0 CIV-2b All as per Item no. CIV-2a) above but treating the soil under plinth protection using chemical emulsion at the rate of 05 litres of emulsion per Sq M of the surface area. SQM 1100.0 500.0 550000.0 CIV-2c All as per Item no. CIV-2a) above but treating the soil along with external perimeter of buildings using chemical emulsion at the rate of 2.25 litres of emulsion per RM of the perimetre wall. RM 1100.0 90.0 99000.0 CIV-2d All as per Item no. CIV-2a) above but treating the backfill in contact with foundation using chemical emulsion at the rate of 7.50 litres of emulsion per Sq M of vertical surface ( area of surface in contact with backfill to be measured). SQM 300.0 550.0 165000.0 NOTE: For Items (2a) To (2d) Contractor shall give at least 10 years performance guarantee for anti termite treatment works 0.0 0.0 0.0 0.0 CIV-3 EARTH WORK IN EXCAVATION AND BACKFILLING 0.0 0.0 a) Earthwork in excavation for foundations in ordinary soils including soft rock / disintegrated rock in both dry and wet conditions including pumping and bailing out surface and subsoil water, shoring, strutting, slush removal including backfilling in all positions in layers of 300mm at all heights and depths as per drawings and specifications wherever required, in Foundation pits and other places with excavated suitable surplus earth including reclaiming from spoil heaps kept within the plot including dressing and levelling, watering and mechanical compaction etc.,transporting surplus unserviceable soil upto any lead and spreading in layers and as per specifications and direction of Engineer in charge. The Measurement for payment shall be for the theoretical volume only and it shall be the volume of the block of the excavation having maximum bottom dimension of the levelling course/PCC as per drawing and to actual depth. 0.0 0.0 a) For depth upto 1.5m. CUM 12000.0 420.0 5040000.0 b) For depth beyond 1.5 m CUM 2000.0 470.0 940000.0 Note: 0.0 0.0 1. The Contractor shall take into account in his rate, the provision for excess excavation required for necessary working space, cutting in slopes etc., which may be required for excavation and other allied works and refilling the side slopes and working space in layers as per requirement. 0.0 0.0 2. Rate to include cost of all labour, tools, tackles, equipment, hire charges, bailing and pumping out water etc. with all bye works and sundry works complete in all respects.. 0.0 0.0 0.0 0.0 0.0 0.0 CIV-4 EARTH WORK IN EXCAVATION/ SITE GRADING IN HARD ROCK 0.0 0.0 Earth work in excavation in hard rock requiring blasting for all type and size of foundations in any plan dimension up to required depth including disposal of excavated material up to any lead in all conditions, and disposal of surplus and unserviceable material. Surface to be leveled and neatly dressed complete in all respect as per scope of work, detailed construction drawings and directions of the Engineer-in-charge. The Measurement for payment shall be for the theoretical volume only and it shall be the volume of the block of the excavation having maximum bottom dimension of the levelling course/PCC as per drawing and to actual depth. CUM 2000.0 1600.0 3200000.0 Note:- 0.0 0.0 1. The Contractor shall take into account in his rate, the provision for excess excavation required for necessary working space, cutting in slopes etc., which may be required for excavation and other allied works as per requirement. 0.0 0.0 0.0 0.0 CIV-5 EARTH WORK IN FILLING 0.0 0.0 Controlled earth filling with good quality imported earth from approved source under floors and other places with special compaction to achieve dry density of 95% standard proctor density as per instruction of the Engineer at all heights/depths upto any lead transporting, depositing, compacting and dressing, trimming complete as desired in layers not exceeding 30cm including watering, consolidating by mechanical means as per specifications and instructions of the Engineer. CUM 85000.0 550.0 46750000.0 0.0 0.0 CIV-6 EARTH WORK IN BOX CUTTING FOR ROADS 0.0 0.0 Earth work in Box cutting for roads in embankment/existing ground, in all kinds of soils for formation of subgrade to required camber, gradient including rolling, compaction with 8 to 10 t power roller to get 95% proctor density and dressing up the surface, breaking clods, removal of slush and water, transporting and depositing or stacking unserviceable earth elsewhere upto any lead as directed by Engineer in charge for all heights etc., complete as per specification. CUM 2700.0 425.0 1147500.0 0.0 0.0 CIV-7 SAND FILLING 0.0 0.0 Supplying and filling approved quality coarse sand/M sand (Zone II or Zone III) in foundation or under floor, trenches, pits and other places, at all locations in layers of 150 mm thickness including watering and ramming, all lead, lift and depth complete as per drawing and specification and direction of the Engineer. CUM 1250.0 2000.0 2500000.0 0.0 0.0 Note: 0.0 0.0 1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, cost of sand, right of way, cess, and backfilling using sand in all conditions, etc. 0.0 0.0 CIV-8 PLAIN CEMENT CONCRETE 0.0 0.0 CIV-8a Supplying and laying plain cement concrete of grade 1:2:4 (M 15) with stone aggregate 20mm down grade (including shuttering if required) in foundations, floors, roof screed, aprons, pits, drains and other mass concrete works, steps, coping of wall, sill etc., at all depths and heights/levels as per drawings, specifications and directions of the Engineer-in-charge. CUM 700.0 8500.0 5950000.0 Note: 0.0 0.0 1.Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials, OPC/PPC cement, shuttering in all conditions etc. with all bye works and sundry works. 0.0 0.0 2. In case of non availability of OPC Cement, PPC Cement can be used in place of OPC after approval from Engineer-in-charge. Suitable rate for rebate using PPC shall be submitted by the Contractor. 0.0 0.0 0.0 0.0 CIV-8b Supplying and laying plain cement concrete of grade 1:3:6 (M 10) with stone aggregate 40mm down grade (including shuttering if required) in all levelling courses under foundations, mass concrete works,road works, chambers, trenches,floors and any other locations at all depths complete in all respects as per drawings, specifications and directions of the Engineer-in-charge. CUM 1500.0 8000.0 12000000.0 Note: 0.0 0.0 1.Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials, OPC/PPC cement, shuttering in all conditions etc. with all bye works and sundry works. 0.0 0.0 2. In case of non availability of OPC Cement, PPC Cement can be used in place of OPC after approval from Engineer-in-charge. Suitable rate for rebate using PPC shall be submitted by the Contractor. 0.0 0.0 0.0 0.0 CIV-9 REINFORCED CEMENT CONCRETE 0.0 0.0 Providing and Laying in position Machine batched and machine mixed Design mix/ Ready mixed for Reinforced Cement Concrete work of grade M-25 using 20mm down size graded aggregate at all depths and heights using cement content as per approved design mix manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of RMC as applicable, including cost of centering, shuttering and admixtures in recommended proportions as per IS: 9103 to accelerate/retard setting of concrete (improve workability without impairing strength and durability) but excluding cost of reinforcement as per direction of Engineer-in-charge. Mechanical mixers with Hopper along with Weigh Batcher shall also be permitted for use at site with the approval of Engineer-Incharge to produce Design Mix Concrete of specified grade. CUM 7400.0 12500.0 92500000.0 0.0 0.0 Note: 0.0 0.0 1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as, minimum 43 grade OPC cement/PPC cement including sulphate resistant cement if required, coarse and fine aggregates, admixtures, other minor construction materials, testing of concrete, curing etc. with all bye works complete. 0.0 0.0 2. The reinforcement shall be paid separately vide respective item. 0.0 0.0 3. In case of non availability of OPC Cement, PPC Cement can be used in place of OPC after approval from Engineer-in-charge. Suitable rate analysis for rebate along with mix design using PPC shall be submitted by the Contractor. 0.0 0.0 0.0 0.0 CIV-10 REINFORCEMENT STEEL 0.0 0.0 Supplying, Fabricating and Fixing in position TMT Grade Fe 500D reinforcement conforming to IS1786 at all levels and positions including the cost of transport, straightening, cutting, bending, cranking, welding, provision of necessary chairs and spacers, preparation of bar bending schedule and getting the same approved by EIC etc., complete as per drawings and specifications and including cost of binding wire, labour, testing etc., all complete in all respects as per detailed construction drawings, technical specifications and direction of Engineer-in-charge. The chairs and spacer bars provided will not be measured for payment. MT 840.0 97000.0 81480000.0 Note: 0.0 0.0 1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as reinforcement steel, binding wire etc. with all bye works and sundry works complete. 0.0 0.0 2. Chairs, Unauthorised Laps, Spacers, Binding wire, Wastage etc. shall be to contractor's account. 0.0 0.0 0.0 0.0 CIV-11 DAMP PROOF COURSE 0.0 0.0 Providing 40 mm thick Damp proof course over plinth with cement concrete grade 1:1.5:3 using aggregate of 10 mm and down graded and mixing approved water proof admixture with cement as per manufacturer's specification including necessary formwork/ shuttering, one coat of hot bitumen of grade VG-10 over the top surface of Damp proof coarse and all necessary byeworks complete as per specification, drawing and as directed by the Engineer. SQM 450.0 930.0 418500.0 0.0 0.0 CIV-12 BRICK WORK 0.0 0.0 Providing and laying BRICK WORK straight or curved on plan to any radius using best quality bricks with frog/indent, conforming to sub-class A as per IS:1077 having crushing strength of not less than 50 kg/cm2 in cement mortar 1 :6 (1 Cement : 6 Coarse Sand) in all types of foundation and superstructure at all depths/heights including projections, pillars, parapets, ornamentals of any shape, cornices, all complete including cut work, curing, scaffolding,including filling of joints with Cement Mortar 1:6 and racking of joints, etc. as per specifications, drawings and directions of the Engineer. CUM 3500.0 8400.0 29400000.0 Note: 0.0 0.0 Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as minimum 43 grade cement (OPC/PPC), bricks, finishes, bitumen, other minor construction materials, shuttering, staging, masonry work, painting with bitumen on faces in contact with soil etc. as per requirement with all bye-works and sundry works complete as per drawings. 0.0 0.0 0.0 0.0 CIV-13 AUTOCLAVED AERATED CEMENT BLOCKS 0.0 0.0 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mmmm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately). CUM 1600.0 9000.0 14400000.0 0.0 0.0 CIV-14 INSERTS 0.0 0.0 Supplying, Fabricating, Fixing at all levels and positions Steel embedments/ Inserts like Plates, Angle, Channels, Anchor boxes, MS pipe Sleeves including threading etc., including two coats of approved quality Synthetic enamel paint over a primer coat on the exposed Surfaces wherever necessary, complete as per Drawings, Specifications and directions of the Engineer-in-charge. (Jigs, Templates and Fixtures will not be paid seperately). KG 7000.0 147.0 1029000.0 0.0 0.0 CIV-15 PLINTH PROTECTION 0.0 0.0 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. SQM 1100.0 1600.0 1760000.0 0.0 0.0 CIV-16 G.I.PIPES 0.0 0.0 Providing and fixing of following size of G.I. pipes (medium duty) as per IS 1239 complete with G.I. fittings and clamps including cutting by hack saw, bending by hydraulic machine, trenching and refilling etc. including all labour and material complete as per approved drawing and direction of EIC. 0.0 0.0 A) 100 mm nominal bore RM 400.0 1900.0 760000.0 B) 150 mm nominal bore RM 200.0 2500.0 500000.0 0.0 0.0 CIV-17 PRE CAST COVERS 0.0 0.0 Providing, hoisting and fixing up precast reinforced cement concrete of M-25 grade (20mm nominal size) in trenches, pits, tanks and the like including the cost of required centering, shuttering (with smooth surface) complete but excluding cost of reinforcement. CUM 20.0 16000.0 320000.0 Note :- 0.0 0.0 1. The reinforcement shall be paid separately vide respective item. 0.0 0.0 0.0 0.0 CIV-18 KHURRAS 0.0 0.0 Making Khurras 45cm x 45cm with average thickness of 50mm in PCC (1:2:4) using 20mm and down stone chips over PVC sheet 1m x 1m x 400micron, finished with 12mm cement plaster (1:3) and a coat of neat cement rounding the edges and making, finishing the outlet. NOS. 50.0 1000.0 50000.0 0.0 0.0 CIV-19 GOLA 0.0 0.0 Providing gola 75 x75mm in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : RM 1000.0 360.0 360000.0 In 75x75mm deep chase 0.0 0.0 0.0 0.0 CIV-20 CONCRETE PIPES (NP3 TYPE) 0.0 0.0 Providing and laying non-pressure NP3 class (medium duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including trenching and filling complete as per direction of Engineer in charge. 0.0 0.0 a) 150 mm dia RM 100.0 2200.0 220000.0 b) 300 mm dia RM 100.0 3500.0 350000.0 c) 600 mm dia RM 100.0 5250.0 525000.0 0.0 0.0 CIV-21 CONCERTINA COIL 0.0 0.0 CIV-21a Providing and fixing Concertina Coil fencing with Punched tape concertina coil 600mm dia 10 metre openable length (total length 90 m), having 50 nos. rounds per 6 m length, upto 3 m height of wall with existing angle iron Y- shaped placed 3 m apart and with 9 horizontal RBT reinforced barbed wire, stud tied with GI staples and GI clips to retain horizontal, including necessary bolts or GI barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(RBT)/spring core(2.5mm thick) wire of high tensile strength of 165 kg/sq.mm with tape(0.52mm thick) and weight 43.478gm/metre(cost of MS angle, CC blocks shall be paid separately) RM 2800.0 650.0 1820000.0 CIV-22b Supplying, Fabricating, Fixing at all levels and positions Steel Y angle embedments/ Inserts in boundary wall column with CC blocks including two coats of approved quality Synthetic enamel paint over a primer coat on the exposed Surfaces wherever necessary, complete as per Drawings, Specifications and directions of the Engineer-in-charge. Nos 1000.0 1200.0 1200000.0 Note- Read this item along with tender drawing MEC/05/22/STD/009. 0.0 0.0 0.0 0.0 CIV-23 RAIN WATER HARVESTING PIT 0.0 0.0 Providing,constructing and finishing of rain water harvesting pit including boring up to ground water table, provision of filter media and construction of pit complete as per scope of work, detailed construction drawings and directions of the Engineer-in-charge. Nos. 15.0 320000.0 4800000.0 [Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials, such as minimum 43 grade OPC cement, bricks of class designation M-7.5 of IS: 1077 in CM 1:4 (1 cement ;4 sand),bitumen,other minor construction materials, shuttering, staging,providing and placing R/F steel, inserts etc. with all by works and sundry works complete. 0.0 0.0 0.0 0.0 CIV-24 BOULDER SOLING 0.0 0.0 Providing and laying stone boulder soling with stone boulders of different sizes including packing filling interstices with smaller size stones dry and wet consolidition with moorum as coarse aggregate in foundation, trenches,pavements including ramming, consolidating with mechanical means and tamping etc. completed as directed at the site (Compacted thickness shall be measured for payment) 0.0 0.0 a) 125mm thick of size 60-90mm CUM 200.0 3500.0 700000.0 b) 150mm thick of size 90-120mm CUM 200.0 4400.0 880000.0 0.0 0.0 CIV-25 STONE AGGREGATE 0.0 0.0 Supplying, stacking and spreading of stone aggregate of size 53 mm to 22.4 mm at desired locations inside the plot over well compacted earth complete as per construction drawing and as directed by Engineer-in-charge. CUM 2000.0 3300.0 6600000.0 0.0 0.0 CIV-26 PLASTERING IN DRAINS 0.0 0.0 Providing and applying 15mm thick cement plaster 1 : 4 (1 cement : 4 medium coarse sand) smooth finish (1 neat coat of cement) with waterproofing compound at all depths & heights on faces of walls, pillars, projection, bands, etc., including raking out joints if any left out, necessary dabbing, curing, scaffolding complete at all heights as per specification and drawings. SQM 6000.0 370.0 2220000.0 Note: 0.0 0.0 Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as minimum 43 grade cement (OPC), coarse sand and other minor construction materials as per requirement with all bye-works and sundry works complete as per drawings. 0.0 0.0 0.0 0.0 CIV-27 JOINT FILLER 0.0 0.0 a) Providing and filling expansion joints in boundary walll with 25mm thick bitumen impregnated fibre board conforming to IS 1838 including cost of primer all complete. RM 450.0 240.0 108000.0 0.0 0.0 b) Providing and filling 12mm deep groove on top and on both sides of vertical surafce with bitumenous sealant all complete. RM 800.0 150.0 120000.0 Note- Read this item along with tender drawing no MEC/05/22/STD/009. 0.0 0.0 0.0 0.0 CIV-28 ROAD WORKS 0.0 0.0 CIV-28a Providing, laying, spreading, and compacting graded stone aggregeate Granular Sub Base over subgrade, aggregate gradation shall be as per Table No 400 - 1 of Grading 1 of MORTH specifications (See Note 1) including transportation of material to site , laying in uniform layers with well prepared surface and compacting with vibratory roller to achieve the desired density as per specifications complete in all respect. Same shall be laid in layers of 200 mm thickness each. Rate to include preparation of existing subgrade surface to the proper line and level and compacted as directed by Engineer in charge. CUM 1300.0 3400.0 4420000.0 Note 1: 0.0 0.0 IS Sieve Designation % Passing75.0 mm 10053.0 mm 80-10026.5 mm 55-909.50 mm 35-654.75 mm 25-552.36 mm 20-400.425 mm 10-250.075 mm 3-10 0.0 0.0 0.0 0.0 CIV-28b Providing, laying, spreading, and compacting graded stone aggregate to wet mix macadam specifications as per Table no 400 - 11 of MORTH specifications (See Note 1) including the premixing the material with water at OMC in mechanical mix plant,carriage of mixed material by tipper to site, laying in uniform layers with paver/grader/manual in sub- base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per specifications complete in all respect. Same shall be laid in a layer of 100mm thickness over GSB Layer. CUM 800.0 3900.0 3120000.0 Note 1: 0.0 0.0 IS Sieve Designation % Passing53.0 mm 10045.0 mm 95-10026.5 mm ---22.40 mm 60-8011.20 mm 40-604.75 mm 25-402.36 mm 15-300.06 mm 8-220.075 mm 0-8 0.0 0.0 0.0 0.0 CIV-28c REINFORCED CEMENT CONCRETE IN PAVING/GRADE SLAB WITH VACUUM DEWATERED CONCRETING USING TREMIX OR EQUIVALENT METHOD 0.0 0.0 Providing and Laying in position machine batched and machine mixed Design mix / Ready mixed M-30 grade concrete for slab/paving work at all depths and heights using 20 mm down size graded aggregate in panels of 4.0m x 4.0 m or as per approved drawing by using vacuum dewatering method (tremix flooring or equivalent) using cement content as per approved design mix manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads having continuous agitated mixer and providing necessary formwork with MS Channel sections, curing, edge treatment, making necessary slope, vibrating with needle and surface vibrators and finishing with broom finish including cost of centering & shuttering, admixtures in recommended proportions as per IS: 9103 to accelerate/retard setting of concrete (improve workability without impairing strength and durability) but excluding cost of reinforcement all complete in all respects and as per direction of Engineer-in-Charge. Cost of providing and laying 12 mm wide 25 mm deep polysulphide sealant in contraction joint in RCC floor including groove cutting is included within this SOR Item. Mechanical mixers with Hopper along with Weigh Batcher shall also be permitted for use at site with the approval Of Engineer-in-Charge to produce Design Mix Concrete. CUM 1300.0 13250.0 17225000.0 Note: 0.0 0.0 1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as minimum 43 grade OPC cement, coarse and fine aggregates, admixtures, other minor construction materials, testing of concrete, curing etc. with all bye works and sundry works complete. 0.0 0.0 2. Reinforcement & Expansion Joints shall be paid separately vide respective item. 0.0 0.0 0.0 0.0 CIV-29 CONCRETE PAVEMENT 0.0 0.0 Providing and laying reinforced cement concrete pavement 150 mm thick in M-25 grade with 20 mm and down grade crushed stone aggregate in pavement, including earthwork in excavation, preparation of base (i.e. compacted subgrade, 200 thk sand and 100 thk PCC M-10 grade), leaving pockets if necessary, making recess, projections, fixing inserts conduit pipes (GI, PVC, HDPE, etc.) laying in alternate panels, filling the gaps between the panels with bitumen sand mix filler material etc., making slopes, finishing edges, leaving bars for pedestals & sleepers including providing sand fill isolation , shuttering, providing and fixing reinforcing steel, curing, chipping and modification works etc. as specified in any shape, thickness, position and finishing the top surface smooth as per requirement etc. all complete as per drawings, specifications and directions of the Engineer-in-charge. SQM 6500.0 3300.0 21450000.0 150mm thick in Pavements of Process Area (Type - I) 0.0 0.0 Note :- 0.0 0.0 1.Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials, providing and fixing reinforcement steel, shuttering, earthwork in excavation and backfilling using serviceable earth in all conditions, preparation of base, etc. with all bye works and sundry works. Cost of works towards pipe supports & sleepers being raised from pavement is covered under respective RCC items. 0.0 0.0 0.0 0.0 CIV-30 EXPANSION JOINTS 0.0 0.0 CIV-30A Providing 25mm wide 200 deep expansion joint with 25 thick PUF filler board, top filled with 15 mm x 25 mm polysulphide sealant, 32mm dia medium grade PVC sleeve with end cap at one end with 20mm dia plain MS bar @ 500mm c/c etc all complete as per drawing, specification and instruction of Engineer. RM 400.0 640.0 256000.0 0.0 0.0 CIV-30B Providing and laying 40 mm thick 200 mm deep expansion/seperation joint along the periphery of pedestals, flooring with approved bituminous impregnated fibre board conforming to IS 1838 including sealing the top 20mm depth with bituminous mastic sealant at all heights and locations with all bye-works complete as per drawing, standard practice as directed by Engineer. RM 1850.0 1200.0 2220000.0 0.0 0.0 CIV-31 PAVER BLOCK FLOORING 0.0 0.0 Supplying and placing in position as per approved pattern of Cement Concrete Inter locking/grass jointed paver block 60 mm thick of approved shape, rough finish, M-30 strength of approved brand laid over the sand bed of minimum 100 mm thick. The CC interlocking blocks to be of uniform Grey colour or as approved by EIC complete in all respects as per scope of work, detailed construction drawings, technical specifications and directions of the Engineer-in-charge. SQM 1500.0 1620.0 2430000.0 Note :- 0.0 0.0 1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such paver blocks, sand, earth work in excavation in cutting earth in all conditions, shuttering with all bye works and sundry works. 0.0 0.0 2.PCC below paver shall be paid separately vide respective item. 0.0 0.0 0.0 0.0 CIV-32 KERB STONE FIXING 0.0 0.0 Providing and fixing precast concrete Kerb stones (125 wide X 300 deep approx.) of M-30 grade or equivalent of approved make and shape at or near ground level as per approved pattern and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand) including the cost of required centering, shuttering and finishing smooth with 6 mm thick cement plaster 1:3 (1 cement : 3 fine sand) wherever required over 75 mm thick PCC M-10 levelling course, complete in all respects as per scope of work, detailed construction drawings, technical specifications and directions of the Engineer-In-Charge. RM 1500.0 1200.0 1800000.0 1. Rate to include all labour, tools, tackles, factory manufactured & steam cured Kerb Stones, shuttering, transportation, water charges, earth work if any, PCC etc complete. 0.0 0.0 0.0 0.0 CIV-33 CPVC PIPES - EXPOSED WORK 0.0 0.0 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes of approved make having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge - Exposed Work. 0.0 0.0 A) 32 mm nominal bore RM 200.0 740.0 148000.0 B) 25 mm nominal bore RM 30.0 620.0 18600.0 C) 20 mm nominal bore RM 30.0 560.0 16800.0 D) 15 mm nominal bore RM 30.0 500.0 15000.0 0.0 0.0 CIV-34 CPVC PIPES - CONCEALED WORK 0.0 0.0 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes of approved make having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. - Concealed Work including cutting chases and making good the walls etc. 0.0 0.0 A) 25 mm nominal bore RM 50.0 600.0 30000.0 B) 20 mm nominal bore RM 50.0 550.0 27500.0 C) 15 mm nominal bore RM 30.0 500.0 15000.0 0.0 0.0 CIV-35 NON RETURN VALVE 0.0 0.0 Supplying, fitting and fixing superior quality Gun metal non return valve of approved quality 0.0 0.0 A) 32mm dia NOS. 30.0 3600.0 108000.0 B) 25mm dia NOS. 20.0 3000.0 60000.0 0.0 0.0 CIV-36 SINTEX OR EQUIVALENT HDPE WATER TANK 0.0 0.0 Providing and fixing 1000 litres capacity SINTEX or equivalent approved HDPE water tank ISI : 12701 marked with PVC fittings for inlet, outlet, over flow, scour float valve, air lock release pipe, connections of required size and diameter including connections and fixing the tank on roof at all heights with all bye-works complete as per manufacturer's specification and direction of the Engineer. (Support of tank on Brick/RCC/PCC will be paid under relevent items) EACH 13.0 25000.0 325000.0 0.0 0.0 CIV-37 SAND CAST IRON/ CAST SPUN SOIL,WASTE & VENT PIPE AND FITTINGS 0.0 0.0 Providing, laying and jointing in position sand cast iron/ cast iron spun soil, waste and vent pipe conforming to IS 1729 including all fittings like offsets, bends, tees etc. including lead caulked joints 45 mm deep and fixing them on floors or vertically against walls by M.S. brackets or clamps so as to keep the pipes away from the wall. Rate to include scaffolding, water testing after laying the pipes and painting with two coats of paint of any colour such as chocolate grey, buff etc. over a coat of primer of approved quality all complete. 0.0 0.0 A) 100 MM DIA RM 150.0 2500.0 375000.0 B) 75 MM DIA RM 100.0 2000.0 200000.0 0.0 0.0 CIV-38 GULLY TRAP 0.0 0.0 Providing and fixing square mouth S.W. 100x100 mm size P type gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300x300 mm size (inside) the weight of cover to be not less than 4.5 kg and frame to be not less than 2.70 kg as per standard design with common burnt clay bricks of class designation 5.0 NOS. 25.0 4500.0 112500.0 0.0 0.0 CIV-39 BRICK MASONRY MANHOLES 0.0 0.0 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with RCC top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design including excavation,backfilling and disposal of surplus earth complete as per specifications, drawings and direction of Engineer-in-Charge. 0.0 0.0 Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg with common burnt clay bricks of class designation 5.0 EACH 20.0 21000.0 420000.0 0.0 0.0 Extra for depth for manholes RM 40.0 7000.0 280000.0 0.0 0.0 CIV-40 GLAZED STONEWARE PIPES 0.0 0.0 Providing, laying and jointing glazed stone ware pipe class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 ( 1 Cement : 1 Fine Sand) including embedding in PCC M-10, making haunches, necessary excavation, backfilling and testing of joints etc complete as per specification and upto 1.5m depth. (PCC shall be paid separately). 0.0 0.0 100 mm dia RM 100.0 1500.0 150000.0 150 mm dia RM 200.0 2000.0 400000.0 0.0 0.0 CIV-41 FLOOR TRAP 0.0 0.0 CIV-41a Providing and fixing PVC floor trap of self cleansing design conforming to IS specs with 100mm inlet, 100mm outlet and 150mm CP hinged heavy brass grating of 6mm thick with rim. Rate shall include making all necessary leak proof connections etc. NOS. 25.0 1800.0 45000.0 CIV-41b Providing and fixing PVC floor trap of self cleansing design conforming to IS specs with 100mm inlet, 75mm outlet and 150mm CP hinged heavy brass grating of 6mm thick with rim. Rate shall include making all necessary leak proof connections etc. NOS. 10.0 2700.0 27000.0 0.0 0.0 CIV-42 SEPTIC TANK 0.0 0.0 Providing and construction of septic tank in brick masonry with common burnt clay bricks of class designation 5.0 and base and top slab in RCC M25 complete in all respect as per scope of work, detailed construction drawings , technical specifications and directions of the Engineer-in-charge. 0.0 0.0 CIV-42a TYPE-I for 20 Users NOS. 13.0 200000.0 2600000.0 Note: 0.0 0.0 Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as minimum 43 grade cement including CI vent, CI manhole cover, SW fittings, PVC coated rungs, brick, inserts, bolts covers, aggregates / sand fill conduits finishes in excavation and backfilling using strutting, bailing and pumping out water, masonry work, plastering, plumbing, sanitation, etc. with al bye works and sundry works. Scope of construction is from inlet chamber to outlet chamber. Over all depth of chamber may very as per site condition. 0.0 0.0 0.0 0.0 CIV-43 SOAK PIT 0.0 0.0 Making soak pit 2.5 m outside diameter and effective depth of 2.5m with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design with common burnt clay bricks of class designation 7.5. NOS. 13.0 170000.0 2210000.0 CIV-44 PILING UNDER FOUNDATION 0.0 0.0 a) Providing and fixing in position \\"Bored cast in situ RCC piles skin friction/end bearing type upto 500 mm diameter and 30 T capacity in M 25 Concrete \\" excluding the cost of reinforcement and getting the designs of same approved by IGGL/ MECON including driving in ground at specified locations by using standard tools for construcing a rigid support base for supporting the pipe line, boundary wall, buildings etc including all bye works, complete as per drawings, specification and directions of the Engineer-in-charge. RM 7450.0 5400.0 40230000.0 Notes-1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials, shuttering, providing and fixing reinforcement steel testing etc. with all bye works and sundry works and consumables. 0.0 0.0 2. Reinforcement will be paid seperately in respective SOR item. 0.0 0.0 0.0 0.0 b) Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. 0.0 0.0 Single pile upto 30 tonne capacity 0.0 0.0 Initial test Nos. 6.0 110000.0 660000.0 Routine test Nos. 12.0 110000.0 1320000.0 0.0 0.0 c) Lateral load testing of piles in accordance with IS 2911 (Part IV) including cost of tolls and tackles required for testing etc. complete as per specification & the direction of Engineer in-charge. 0.0 0.0 Single pile upto 2.0 tonne capacity 0.0 0.0 Initial test Nos. 6.0 90000.0 540000.0 0.0 0.0 CIV-45 BANK & BED PROTECTION 0.0 0.0 Providing, laying and constructing gabions and mattresses for erosion control and scour bed protection works with mattress of size 4m (max.) x 1m (max.) x 0.25 m (LxBxH) and partitions at 1m each filled with boulders of size 90-150 mm in compacted layers. Gabions and Mattresses shall be mechanically woven, double twisted, min diameter of 2.7mm/3.7mm (ID/OD) galvanised hexagonal steel wire with mesh size not exceeding 60 mm x 80 mm and zinc coating as per manufacturer specification. All adjacent mattresses shall be laced together with 4 mm galvanised steel wire. The sides of end panels shall be protected from riprap type structure (soling) with 225mm or larger size boulders. The above work shall be completed in all respect as per scope of work, detailed construction drawings and directions of the Engineer-In-Charge. SQM 1100.0 5300.0 5830000.0 Note: 1.Rate to include cost of all labour, tools, tackles,equipment, hire charges, supply of all materials, earth work in backfilling, etc. with all bye works and sundry works. 0.0 0.0 2.To be read in conjunction with Tender Drawing No. MEC/05/22/STD/003 & MEC/05/22/STD/004. 0.0 0.0 0.0 0.0 CIV-46 SAND BAGS 0.0 0.0 Supplying, providing and placing sand bags filled with cement and sand mixture in ratio 1:10 ( 1 Cement : 10 Sand) in HDPE bags for retaining earth work by using standard tools and practices including sewing the bags, watering, etc. complete as per drawings, specification and directions of the Engineer-in-charge. Rate to include cost of all labour, tools, tackles, supply of all materials,clearing, earth work, etc. with all bye works and sundry works and consumables. Nos. 1750.0 200.0 350000.0 CIV-47 STONE PITCHING 0.0 0.0 Providing and laying dry stone pitching 225mm thick with CM 1:3, on slopes,embankments using approved hard, durable stones of specified size, hand placed to proper line, level, and grade over well compacted earth. SQM 500.0 1000.0 500000.0 Total Amount of quoted price (inclusive of all applicable taxes & duties except GST (CGST&SGST/UTGST or IGST). 434717900.0 Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57426634
AUTHORITY Boards / Undertakings / PSU
TENDER VALUE Ref. Documents
LAST DATE 30-09-2026
Authority
Authority Name Indradhanush Gas Grid Limited
Work Description Tender for Duliajan Feeder Line Project For M/S. Indradhanush Gas Grid Limited
Basic Detail
Tender No 05/51/E-0085/IGGL/001(i)
Bidding Type Tender
Location
City Dibrugarh
State Assam
Key Dates
Publish Date 09 Sep 2026
Submission Date 30 Sep 2026
Open Date 01 Oct 2026
Finance
Tender Value Ref. Documents
Tender Fee Ref. Documents
EMD 4.93 Crore
Exemption Available
Document List
885be35f-be70-4cb8-b0d4-73d40bdf59c6.html
BOQ.xls
Tendernotice_1 (10).pdf
Vol1web.pdf
Vol2web_Part1.pdf
Vol2web_Part2.pdf
Vol2web_Part3.pdf
Vol3web_Part1.pdf
Vol3web_Part2.pdf
Vol4web_Part1.pdf
Vol4web_Part10.pdf
Vol4web_Part11.pdf
Vol4web_Part12.pdf
Vol4web_Part13.pdf
Vol4web_Part14.pdf
Vol4web_Part2.pdf
Vol4web_Part3.pdf
Vol4web_Part4.pdf
Vol4web_Part5.pdf
Vol4web_Part6.pdf
Vol4web_Part7.pdf
Vol4web_Part8.pdf
Vol4web_Part9.pdf
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Tender Timeline

Sep 09, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 30, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 15 days
Oct 01, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 16 days

Tender Documents

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html

885be35f-be70-4cb8-b0d4-73d40bdf59c6.html

xls

BOQ.xls

pdf

Tendernotice_1 (10).pdf

pdf

Vol1web.pdf

pdf

Vol2web_Part1.pdf

pdf

Vol2web_Part2.pdf

pdf

Vol2web_Part3.pdf

pdf

Vol3web_Part1.pdf

pdf

Vol3web_Part2.pdf

pdf

Vol4web_Part1.pdf

pdf

Vol4web_Part10.pdf

pdf

Vol4web_Part11.pdf

pdf

Vol4web_Part12.pdf

pdf

Vol4web_Part13.pdf

pdf

Vol4web_Part14.pdf

pdf

Vol4web_Part2.pdf

pdf

Vol4web_Part3.pdf

pdf

Vol4web_Part4.pdf

pdf

Vol4web_Part5.pdf

pdf

Vol4web_Part6.pdf

pdf

Vol4web_Part7.pdf

pdf

Vol4web_Part8.pdf

pdf

Vol4web_Part9.pdf

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