Tender For Bituminous Resurfacing Of Roads Along With Potholes Repairing And Other Miscellaneous Works On Western Side Of Anushaktinagar, Mumbai
Tender Value
1.94 Crore
Estimated cost
Bid Submission
06 Nov 2026
10 days left
EMD
3.88 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Mumbai Suburban → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Bituminous Resurfacing Of Roads Along With Potholes Repairing And Other Miscellaneous Works On Western Side Of Anushaktinagar, Mumbai
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 06-Oct-2026 | Prebid clarification | Other | 27-Oct-2026 |
| 2 | 21-Oct-2026 | Pre Bid Clarification | Other | 06-Nov-2026 |
| 3 | 06-Oct-2026 | Prebid clarification | Other | 06-Nov-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Name of Work: Bituminous resurfacing of roads along with potholes repairing and other miscellaneous works on Western side of Anushaktinagar, Mumbai NIT NO. DCSEM/CQD/QSB/Road-Western/26-27/NIT/55 dt.30.09.2026 GENERAL NOTES Sr. No. Details / Description of Notes |
| 2 | The site is situated at Anushaktinagar, Mumbai-400094. |
| 3 | The tenderers are advised to visit the site of work & its surroundings, with prior permission of Engineer-in-charge/authorised representative, to acquaint themselves about the location of work, accessibility to the site, level of sub-soil water, drainage facility for dewatering and any other matter relating to availability and carriage of construction materials, nature of work etc., and satisfy themself and then quote the rates accordingly. A Tenderer shall be deemed to have full knowledge of the site whether he inspects it or not and NO extra charges consequent on any misunderstanding or otherwise shall be allowed. |
| 4 | Tenderers shall visit the site of work, at their own cost. The request email for site visit shall be sent well in advance (preferably three working days before) for preparation of visitor pass, fixing suitable & mutually agreed date & time for site visit. The email ID for site visit is mentioned in tender documents. |
| 5 | Contractor is fully responsible for making payment of Minimum wages & Bonus to labourers, EPF & ESI to statutory Authorities timely and submission of challans and documentary proof to EIC for release of payment of Running Account / Final Bill. Otherwise, bill will not be forwarded by EIC to Accounts for payment. EIC should ensure that all necessary documents are submitted by Agency for release of payment. No Running Account / Final Bill shall be paid for the work till the applicable labour license, registration and challans with EPFO, ESIC and BOCW (Building and Other Construction Workers) Welfare Board, whatever applicable, are submitted by the Contractor to the Engineer-in-Charge.) |
| 6 | Contractor shall take a Contractor’s All Risk (CAR) Insurance Policy in respect of entire scope of work and a Janata insurance policy to cover the compensation claims arising out of Workmen's Compensation Act-1923. The Insurance policy shall be taken for entire period of contract and copy of the same shall be submitted to the Engineer-in-Charge before commencement of the work. The insurance policy shall be taken before commencement of the work and shall be renewed during the construction period till actual completion of work. The charges for issue & renewal of insurance policy shall be borne by Contractor. In event of failure of the Contractor to obtain Insurance Policy, Running Account Payments of the Contractor shall not be released till such time the same is obtained by the Contractor & submitted to the Engineer-in-Charge. In case, Insurance Policy has validity period not matching with contract period (either due to policy start date later than actual date of start of work or policy end date earlier than actual date of completion), then penalty for gap in period shall be levied at one and half times the rate of Insurance Policy premium including GST, to be computed on per day basis. All the workers engaged on the work shall required to be insured as per Government norms at the cost of contractor. |
| 7 | The Contractor shall submit with every Running Account / Final Bill, a certificate of employment/deployment of the Technical representative(s) as per Clause 36 (i) in Schedule 'F' of \\" Salient Governing Features of the Tender\\", after certifying by Engineer-in-Charge. In the event of not fulfilling the above provisions of Clause 36(i), recovery shall be made from the contractor as per Schedule 'F'. |
| 8 | Arrangement of Electricity : as per Schedule -B |
| 9 | Arrangement of Water : as per Schedule -B |
| 10 | The drawings issued for Tender purpose are preliminary and indicative only. The Working drawings as applicable shall be issued in phased manner at the time of execution. Nothing extra shall be entertained towards revision in drawings. Drawing shall not be taken outside campus/site/premises without Gate Pass issued by EIC. |
| 11 | All the items of sub-structure include the cost of dewatering and shoring, wherever necessary, during the progress of work, till its completion without any extra cost to the Department. |
| 12 | The Schedule of Quantities include contingent works for other services (PHE, Electrical, Mechanical etc.) which shall be paid under relevant Civil items. Accordingly, the Contractor shall carry out all related works such as making cut outs, nitches, pipe sleeves, foundation pockets for embedded plate, bolts, parts etc. in concrete/ brick works as and when required by Engineer-in-charge without any extra cost to the Department. |
| 13 | PPC/ Blended cement of recommended brand shall only be used for all masonry and finishing works unless noted otherwise. Only Fully treated dry, well graded sand conforming to IS 383 shall be used. |
| 14 | Only Ready Mix Mortar of approved make shall be used. The ready mix mortar shall be manufactured by preferred manufacturers, using cement-sand in required proportion. |
| 15 | The size and thickness of natural stones/ tiles mentioned for flooring dado, skirting etc. are approximate and subject to the availability in market during execution. If the required size and thickness is not available, the next higher size and thickness of tiles/ stones shall be used without any extra cost to the Department. The contractor may quote the rates accordingly. |
| 16 | Quoted rate shall hold good for plain/ curved/ any other geometric shapes & sizes of all structural/ RCC members including formworks, masonry, flooring, doors & windows, plastering, painting etc. at all leads, levels, lifts and floors including scaffolding, bracing, multilevel staging etc., unless noted otherwise. Nothing extra shall be entertained towards wastages of materials, additional labours/ tools & plants etc. to achieve the required shapes & sizes etc. |
| 17 | The Contractor shall follow the DAE safety rules strictly. All safety & security regulations shall be followed strictly as per specifications & conditions of contract. |
| 18 | The following Security regulations shall be followed strictly while movement of labourers/ workers/ contractor's personnel including transportation of the materials etc. i) The Workers, Engineers and Supervisors will be provided vigil passes (for entry into Premises) on submission of application forms in prescribed formats supported by documentary proof like Aadhar card, Voter ID card and Ration Card / Driving Licence / PAN card etc. Police Verification Certificate (PVC) is mandatory for Engineers and Supervisors (wherever desired by department). You are requested to obtain immediately Police Verification Certificate (PVC) of your regular staff deployed at site(s) in respect of works and submit the same along with necessary application to allow them to enter in premises to carry out the assigned work. ii) The Contractor shall obtain special permission for working on extended hours of working days including Saturday, Sunday and holidays etc. iii) Workers shall be escorted from the main gate of campus/premises upto the site by designated supervisors of the contractor and they are not allowed to roam around inside the premises. iv) Transport vehicles of the contractor are allowed to enter the premises for transportation of construction materials. Drivers must have valid driving license of Heavy Vehicle. v) The following Security regulations shall also be followed strictly while movement of labourers/ workers/ contractor's personnel etc. (a) The Contractor shall issue I-Cards to his workers deployed on regular basis. (b) The Supervisor of the contractor having photo pass can bring daily wage workers/ casual workers inside campus for work. He should prepare list of such workers in duplicate. The original copy shall be handed over to the representative of the Engineer-In-Charge at the gate and endorsement obtained on duplicate copy on daily basis. (c) The Contractor's personnel including daily wage workers shall be in uniform with proper identification for ease in identification of such persons at unauthorised places. (d) The daily wage workers/ casual workers employed by the contractor must wear florescence vis-a-vis wear without fail during their presence inside Campus/premises. The contractor shall provide a sleeveless Jacket to the workers in pattern, colour showing name of contractor with address and telephone number as approved by the Engineer-in-charge. All the workers must wear the same while on duty. (e) The Contractor's personnel shall follow all safety rules & security procedure that are in vogue and applicable during execution of work. Contractor shall verify the character and antecedents of the labourers employed, through local address proof issued by competent authorities such as Aadhar card, Voter ID card and ration card / driving license /electricity bills /telephone bill /gas connection document etc. The nationality of contract labourers also needs due verification. |
| 19 | Vehicular movement shall abide by the regulations imposed by the concerned authorities. The contractor shall abide by the security rules & regulations of the Department. The approach roads should be kept clean & free from obstruction for smooth functioning of existing traffic and damages caused, if any, to be made good without any extra cost to the department. Contractor may make provision for entry of vehicles by providing alternate road/ route for entry & exit during the construction work, if required, at his own cost without extra cost to the department. |
| 20 | While transporting materials from site and disposal of surplus materials, the spilled over materials/ earth/ debris etc. on the road should be got cleaned by the contractor after the day's work is over. |
| 21 | Royalty for excavation, transportation, filling of earthwork etc. including obtaining permission from Statutory authority, if any, shall be borne by the contractor. |
| 22 | Regarding disposal of Construction waste from site of work, the agency has to abide by the guidelines of Construction and Demolition (C&D) waste management plan as approved by BMC/Local Municipal Authority and any other regulations issued by Statutory authorities in the matter from time to time and Department is not responsible in any way in this regard. i) Contractor shall strictly follow the Statutory rules and regulations of the Construction and Demolition Debris Management Plan for project site. ii) Surplus Excavated materials and construction debris shall be disposed from construction site at approved disposal ground of BMC/Local Municipal Authority including cost of necessary Statutory charges, as applicable. iii) Contractor shall submit acknowledgement of challan for each trip for unloading of Construction and Demolition waste material as per the standard format. iv) Contractor shall be responsible and liable for penalty, if any, as prescribed by the Local Authority in case of non-fulfilment of the procedure laid down in the Construction and Demolition Debris Management Plan. v) Contractor shall submit irrevocable Bank Guarantee for the amount as insisted by BMC/Local Municipal Authority for the purpose of ensuing compliance of the Waste Management Plan/Debris Management Plan approved by the Local Municipal Corporation from time to time, till the grant /issuance of the Occupation Certificate and charges for same will be borne by Contractor. NOC from C&D Waste Management Department of BMC/Local Municipal Authority shall be submitted by the agency. |
| 23 | Agency should pay necessary charges to BMC/Local Municipal Authority to get done periodical pest control / anti-larva treatment / Insecticide treatment at Construction site. After the completion of work, necessary NOC shall be obtained from BMC /Local Municipal Authority and shall be submitted to Department. The charges for same will be borne by Contractor. |
| 24 | The Agency shall take care of existing services and other department properties while carrying out job. All dismantling, demolishing and excavation work shall be done with most careful manner and with prior written approval of the Engineer-in-charge, without damaging the existing structures, services, finishes, etc. Agency shall take all precautions to cover all furniture, fixtures, glass and window panes to prevent damage. Damage, if any shall be repaired/replaced by agency at his own cost. |
| 25 | Protection of work: The Contractor shall be responsible for the protection of the work during progress. He shall also provide and maintain any other temporary substitute and material for this purpose. He shall take all the necessary precautions to prevent damage to all the works till its handing over. |
| 26 | Wherever old material/works are replaced with new one, quoted rate includes removing/dismantling the existing one and depositing the serviceable material at departmental store and disposing off debris outside the campus/ premises/ colony. |
| 27 | Since the work has to be carried out inside/ near occupied residential/office building, the work shall be executed with least disturbance to occupants of buildings. |
| 28 | Approved Samples of Materials: The Contractor shall submit samples of all materials to be incorporated in the work, without any extra cost to Department, at least 30 days before he places bulk order for the materials and shall obtain approval of samples in writing from the Engineer-In-charge. |
| 29 | No labour shall be permitted to stay inside campus/premises/site. |
| 30 | Suitable area near site of work shall be allocated to the contractor for storing construction materials, for site office etc. Optimum care shall be taken by the contractor to avoid disturbing the traffic and road around the building etc. The contractor shall have to maintain proper co-ordination with the fellow agencies working simultaneously in the vicinity of subject work in order to avoid delays in any of the works going on in and around the premises. |
| 31 | Guidelines for Air Pollution mitigation(i) The charges for the Air Pollution mitigation measures shall be borne by the contractor without any extra cost to the department.(ii) Contractor shall follow the directions for Dust and Pollution Control measures in construction as notified by MoEF&CC / MoHUA / CPWD / BMC or any other statutory authority.(iii) All precautionary measures for control of Air Pollution due to Building Construction Activity shall be taken as per Local Statutory/ Municipal Authority Air Pollution Mitigation Plan. (iv) Mandatory Form for Building Construction activity to control Air Pollution along with supporting documents and site photographs shall be submitted to concerened authority or uploaded on online portal.(v) Projects attracting Environmental Clearance shall carry out Third Party Ambient Air Monitoring every fortnightly from NABL / MoEF&CC laboratory. |
| 32 | (vi) Construction projects shall mandatorily install sensor-based air quality monitor for measuring PM concentration (PM2.5 and PM10), relative humidity, temperature and display real time AQI data through LED display board (width 1220mm x height 915mm, screen resolution 320 x 192 pixel) at the construction site. Further, installation must be completed within 15 days of issue of Work order or commencement of work. The Contractor shall submit a certificate for completion of installation of air quality monitor and LED display board, after certifying by Engineer-In-charge, along with 1st RA bill for releasing the payment.(vii) The air quality data must be accessible at the site and made available for inspection by Local Municipal Authority/ Competent Authority.(viii) Construction layouts having area more than 01 (one) acre or Height more than 70m, shall have continuous dust or wind breaking tin / metal sheet erected of minimum height 35 feet around periphery of the construction project site and for construction site, less than 01 (one) acre, the tin / metal sheet height shall be 25 feet minimum.(ix) Tarpaulin / Green cloth / Jute sheet to be mandatorily used to cover the floor where any construction activity is in progress and two floors below it and also on scaffolding covering an entire area under demolition structure. Further, regular cleaning of Tarpaulin / Jute sheet to be undertaken. |
| 33 | (x) Water sprinkling shall be continuously carried out so that the debris shall remain in wet condition.(xi) Contractor shall install CCTV cameras along the periphery of their construction work site to ensure that vehicles are plying after cleaning tyres and are not overloaded. Vehicle tyre washing facility shall be provided at all exit points of construction sites.(xii) All vehicles carrying construction materials/waste/debris shall have valid PUC certificates and the same shall be produced as when asked for by competent authorities.(xiii) Construction workers should mandatorily use PPE (Personal Protective Equipment) i.e. Mask, Goggles etc. |
| 34 | The quoted rate shall be inclusive of providing and erecting temporary barricading of height as per above 'Guidelines for Air Pollution mitigation' (but minimum 10 feet height) using structural steel (MS Pipes or angle iron frame work etc.), covered with tin / GI sheets of approved colour & shade, Struts, MS Clamps, Bracing etc. and shall have wicket gate & material gate and including writing and painting of direction & instructions, providing glow lamps, reflective signs, marking, flags, caution tape etc. Prior written approval of Engineer-in-Charge of the sketch/ drawing showing details of barricading shall be obtained by the contractor. The barricading shall be provided and retained in position at site continuously during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour, materials, equipments and works required to execute the job such as earth work, concrete, welding etc. After completion of work, Contractor shall remove and take away the barricading at his own cost with the prior approval of Engineer-In-Charge. The entire work shall be executed as per direction of Engineer-In-Charge. No work shall be allowed unless the barricading is completed to the satisfaction of the Engineer-in-Charge. The Contractor shall submit a certificate for completion of barricading along with 1st RA bill after certifying by Engineer-in-Charge for releasing the payment. |
| 35 | The contractor shall display proper information/cautionary signage boards at site for the safety of the workers and public in general in the surrounding areas. |
| 36 | Contractor has to provide sign board at site with detailed name of project, name of client, name with contact number of contractor and minimum wages category wise at entrance of project/site without any extra cost to the department. |
| 37 | Guidelines for Scaffolding works - Quoted rates shall include all scaffolding works without any extra cost to the department.(i) Design of scaffolding for carrying out work shall be as per relevant IS Codes & specification. The contractor has to observe all safety procedure while working on heights as per IS: 3696 (Part-I) (Safety Code for Scaffolds). (ii) All working platform must be of minimum 600 mm wide, made of M.S pipe and must have guard rails as per specification. Further, Overhead protection should be provided on the scaffolds to protect workers on lower platform against falling objects from higher level.(iii) Necessary ladder shall be provided at required locations to enable Departmental Staff for supervision of works.(iv) Labours working on the scaffolding should be with safety belts, helmets, goggles and other safety gears.(v) Horizontal Safety Net : Nylon net with a mesh size of 25mm shall be provided at 4.0 meter height from the ground level around the buildings upto a distance of minimum 3.0 meter from the edge of the building on all sides to catch any falling objects.(vi) Vertical Safety Net: Green cloth net shall be provided to the full height of scaffolding / building and securely tied to protect falling material coming out during the progress of work. |
| 38 | Maintaining L1 position During execution of the contract, if tender structure changes due to variation in quantities (i.e Work order quantities, Substituted items quantities including quantities within deviation limit specified in Clause 12 of Schedule ‘F’ in “Salient Governing Features of the Tender”), Contractor has to give suitable discount to remain in L1 position. |
| 39 | The quoted rates shall be inclusive of wastage of labour & material, installation, testing, commissioning, transportation, loading, unloading, lifting etc. and also includes provision of all necessary manpower, tools, machinery, equipment, hoists etc. for carrying out the work in effective manner as per specifications and as directed by Engineer-In-Charge. |
| 40 | The quoted rates shall be inclusive of all Taxes, GST, Cess, Levy, duty etc. |
| 41 | Refer Prebid clarifications, minutes of meeting & corrigendum for revisions, if any, for updates. |
| 42 | The debris from debris bin shall be cleared every week and disposed at a place identified by EIC within Anushaktinagar. The contractor must maintain adequate number of wheel barrows all the time for shifting the debris to Debris dumping yard. Penal recovery for not disposing off the debris in time will be made @ Rs.500/- per Cum/ day of delay.6. The workers engaged on the work are required to be insured as per Government norms at the cost of contractor. |
| 43 | ABSTRACT SHEET |
| 44 | PART I : CIVIL WORKS |
| 45 | PART I : CIVIL WORKS |
| 46 | Earth work excavation over areas by mechanical means (Hydraulic excavator)/ manual means to required profile, level, grade, camber, including shoring wherever required dressing the sides, trimming, ramming, dewatering and preparing the bed for foundation and refilling wherever required around the foundation and in plinth with selected excavated earth, in layers not exceeding 200 mm thick, watering, consolidation with power road roller wherever required to obtain 90% proctor density etc. and stacking/ disposing the surplus excavated materials within a lead of 150 m and all inherent lifts etc. to the required location etc complete all as per specification, drawing and as directed by the Engineer-In-Charge. |
| 47 | In all soil other than soft and hard rock |
| 48 | Dismantling / demolishing work by manual /Chiselling/ mechnical means, carefully without damaging & disturbing adjacent structures, at all levels, locations & floors including labour, machine, loading, unloading, transportation, stacking of serviceable material at directed place & disposal of debris & unserviceable material as per direction, scaffolding etc complete all as per specifications and as directed by Engineer-in-Charge |
| 49 | Reinforced Cement Concrete (RCC) including cutting of steel reinforcement bars by cutter, gas welding etc |
| 50 | Providing and laying sub-base to water bound macadam (WBM) 230 mm consolidated thickness as specified below with 90-40 mm single stone aggregate, stone screeding 12.5mm in one/two layers of 150 mm thick each, laid loose and consolidated to 115 mm thickness including breaking stone if required, screening, sorting, spreading to regular line, level, template and supplying and blinding with stone grit, watering, consolidating each layer properly with 8 to 10 tonnes power roller including cost of all materials, labour, finishing to proper gradients, camber etc. complete as per specifications and as directed by the Engineer-in-Charge. |
| 51 | 230 mm consolidated thickness consisting of two layers of 115 mm each |
| 52 | Providing, laying, spreading and compacting stone aggregate for Wet Mix Macadam as per (MoRTH grade TABLE 400-1. GRADING FOR CLOSE-GRADED GRANULAR SUB- BASE MATERIALS compacted layer shall not be less than 75mm and shall not be more than 200mm) specification including premixing the material with water to OMC in wet mix plant as per approved design mix, carriage of mixed material by Tipper to site, laying in uniform layers with motor grader/ Front end Loader/paver finisher, in sub base/ base course on a well prepared under base and compacting with vibratory roller to achieve the desired density including lighting, guarding, barricading and maintenance of diversion etc by mechanical means at all leads & lifts all as directed by EIC and per MORTH Specifications, clause 406. |
| 53 | Removing the existing kerb stones from loaction & refixing the same at directed place fixing with CM 1:3 (using reday mix mortar, as specified), jointing and pointing in cement mortar 1:3 (using reday mix mortar, as specified) including earth work and providing & laying 75 mm thick & 200 mm wide PCC 1:4:8 for foundation below kerb stone, and painting in pattern with approved shade & colour synthetic enamel paint two coat over a coat of primer, disposal of unserviceable material at directed place etc. complete all as per specification and as directed by the Engineer- in- Charge |
| 54 | Providing and fixing factory made precast kerb stone of cement concrete minimum M-25 grade, of size 125 mm wide and 375 mm deep curved at inner edge of 25 mm radius, having length 500 to 600 mm / or size as directed by EIC / as per IS:5758 including necessary form work, compaction, finishing, curing, fixing with CM 1:3 (using reday mix mortar, as specified), jointing and pointing in cement mortar 1:3 (using reday mix mortar, as specified) including earth work and providing & laying 75 mm thick & 200 mm wide PCC 1:4:8 for foundation below kerb stone, and painting in pattern with approved shade & colour synthetic enamel paint two coat over a coat of primer etc. complete all as per specification and as directed by the Engineer- in- Charge. (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 55 | Providing and laying (38 / 50 mm) thick hot mixed and hot laid bituminous macadam using graded metal 20 mm down, bitumen not less than 3.7% by weight of total mix of grade VG-30, or 60/70; including cleaning the existing water bound macadam road surface/ asphalt road surface by wire brushing, brooming, providing tack coat at 7.5 kg of bitumen per 10 sq.m, mechanical mixing, transporting, mechanical spreading, machine laying to required line, level, camber and compacting thoroughly with 8 to 10 tonne power road roller etc. complete as per specifications and as directed by the Engineer in Charge. |
| 56 | Providing and laying (12 / 25 mm) thick hot mixed hot laid premixed bituminous concrete as Seal coat using 10 mm down graded stone aggregate, bitumen not less than 7% by weight of total mix of grade VG-30 or 60/70; over bituminous macadam or water bound macadam road surface /asphalt road surfaces, cleaning the road surfaces by wire brushing, brooming including mechanical mixing, transporting, mechanical spreading, machine laying to required line, level, camber and compacting thoroughly with 8 to 10 tonne power road roller etc. complete as per specifications and as directed by Engineer in Charge. |
| 57 | Providing and laying Cold bituminous mix for wet surface and during rainy season at required locations over sub base / existing bituminous macadam using Factory made in 25kg bag of Ultrabond P-8 of M/s Bedrock or other approved equivalent make of suitable grade as per specification and aggregate of size 12.5mm downgrading including machine mixing, laying by mechanical spreading machine and compacting thoroughly by 10/12 MT power roller etc to correct level and line, grade, camber including applying a tack coat of bitumen using grade cut back bitumen (emulsion) at 7.5 kg/10 sq.m all as directed and as per specifications. |
| 58 | Providing & applying synthetic enamel paint in two or more coats on old / new wooden / steel surface, at all floors, levels & location using ready mixed & ready made synthetic enamel paint of approved make, shade and pattern including one coat of approved wood / steel primer including labour, material, scaffolding, surface preparation, cleaning etc complete all as per specifications and as directed by Engineer-in-Charge. (Note:- Synthetic enamel paint shall have VOC content less than 50 grams/ litre). |
| 59 | On Steel surfaces including one coat of steel primer (Zinc Chromate based) |
| 60 | Providing and laying in position, at all floors and at all levels & locations plain cement concrete of grade as specified below including machine mixing, consolidation, finishing, curing and including cost of form work, shuttering, centering etc. complete all as per specifications and directed by EIC. (Note:- Reinforcement provided if any shall be measured & paid under relevant item.) |
| 61 | Cement concrete of 1:1.5:3 at all levels (1 cement, 1.5 crushed sand, 3 graded stone aggregate of nominal size 20 mm) |
| 62 | Cement concrete of 1:3:6 (1 cement, 3 crushed sand, 6 graded stone aggregate of maximum size 20 mm) |
| 63 | Brick masonry work using well burnt bricks from approved lot of class designation 3.5 / 7.5 (as specified) (classification as per IS:1077-1992 and min. average compression strength not less than 3.5 / 7.5 N/mm2, as specified) in cement mortar 1: 6 or using ready mix mortar (1.4), (as specified), to correct line, level and plumb including raking out joints, curing, scaffolding all as per specifications, drawings and as directed by Engineer in charge. |
| 64 | In super structure at all floors, levels & locations |
| 65 | Random rubble stone masonry work using spotless black trap or approved local stone in cement mortar 1:6 or using ready mix mortar (1.4), (as specified), to correct line, level and plumb including curing, scaffolding, providing bond stone at 900 mm in vertical & horizontal course and including racking out of joints or simultaneous flush pointing etc all as per specifications, drawings and as directed by Engineer in charge. |
| 66 | In super structure, at all levels, floors & location, using stone supplied by Contractor |
| 67 | Cement plastering work using cement sand mortar and finished thickness as specified below without neat cement punning, at all floors, levels & locations, in single/ double coat (as specified) over concrete/ masonry surface including surfaces preparation, even & smooth surface in correct line, level, plane, plumb and including scaffolding, curing etc complete all as per specifications and as directed by EIC. |
| 68 | 20 mm thick ( In two coats (10 + 10) / (12 +8) mm thickness) |
| 69 | Structural steel work at all floors, levels and locations in grills, guard bars for windows, frames, Fence, pit/ trench covers, cover bracket for slanting chajja, trap door, railing, balcony hand railing, hoisting hooks, smoke vents etc. using angles, channels, I-Section, tees, flats, bars, chequered plates, plain plates, hollow section, bright bars etc. of required sizes including supplying, cutting, fabricating, welding, erecting, making holes/ chases wherever required and fixing / embedding in position in concrete/ brickwork/blockwork/ marble/ granite stone with necessary hold fasts/ stainless steel screws & rawl plugs by drilling etc. and finishing the concrete/ brick work/ blockwork after fixing/ embedding including painting two coats of anti corrosive bitumastic paint on all unexposed surfaces and two coats of synthetic enamel paint of approved make and colour on all exposed surfaces over a coat of approved zinc chromate primer etc. complete as per specifications, drawings and as directed by the Engineer in charge.Note:- All structural steel work shall be as per latest version IS:800 & IS:806. All Rectangular and Square Hollow Sections (RHS & SHS) shall be conforming to latest version of IS:4923. All rolled sections shall be of Grade E-250 and conforming to latest verison of IS:2062. Welding shall be as per IS:816 & IS:6227. |
| 70 | Using structural steel sections of specified grade (YSt 240 / 310) |
| 71 | Providing and laying bitumen mastic wearing course (as per specifications) with industrial bitumen of grade 85/25 conforming to IS : 702, prepared by using mastic cooker and laid to required level and slope, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of approved size at the rate of 0.005 cum per 10 sqm and at approximate spacing of 10 cm centre to centre in both directions, pressed into surface protruding 1 mm to 4 mm over mastic surface, including cleaning the surface, removal of debris etc. all complete all as per specifications and as directed by the Engineer-in-Charge. (Considering bitumen using 10.2% as per MORTH specification). |
| 72 | 40 mm thick |
| 73 | Providing and applying 2.50 mm thick marking strips (retro-reflective) of approved shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surfaces including cost of materials, labour, Tools and plants, cleaning the surfaces of all dirt seals, oil, grease and foreign materials etc. all complete as per specification, drawings and as directed by the Engineer in charge. |
| 74 | Supplying precast fibre reinforced concrete perforated frame and covers for storm water drains / chambers, tested to ultimate load as per IS 1726 (part-I; latest revision) manufactured by approved manufacturer including transporting, placing in position etc.complete as per specifications and as directed by the Engineer in Charge. |
| 75 | Heavy duty perforated covers M-50 to withstand Heavy traffic tested as per IS-1726, cover of approximate size 700x550 mm and thickness not less than 100 mm, having 75mm bearing with circular holes as required and frame with size 850x700x150 mm thick as per specification, drawings and as directed by the Engineer in Charge. Note : The thickness indicated is minimum requirement. However the rates are inclusive for higher thickness of drain covers as per the design requirement specified by Manufacturers. |
| 76 | Reinforcement for RCC work including supplying, delivering, storing of various diameters asrequired at site of work including loading, unloading, transporting, decoiling, straightening,cutting, bending, placing in position at all floors, locations & levels and binding with 18 gauge, soft drawn annealed steel binding wire including carrying out various tests as required etc. all as per specifications, drawings & as directed by the Engineer-in-Charge. (Note: The cost of binding wire shall be borne by the contractor and binding wire shall not be measured for payment.) |
| 77 | Above Plinth Level (In Super Structure)Thermo Mechanically Treated bars of grade Fe-500 D / Fe-550 D manufactured by SAIL, TATA STEEL, JSW, JSPL and RINL. |
| 78 | Providing and laying non pressure NP2 class RCC Hume pipes of approved make, with collars jointed with stiff mixture of cement mortar in proporation of 1:2 laying to the levels, slope and as per the drawing and specification and as directed by the Engineer-In-Charge including testing of joints etc. complete. |
| 79 | 150mm dia RCC Hume pipe class NP2 |
| 80 | Painting of paver blocks with two coats of floor paint (Floor Coat Emulsion, Premium Series) of approved make, shade, colour, pattern including cleaning the surfaces with water jet with high pressure water pump spray of at least 10 Kg/ Sqcm and brushing/ rubbing with coir to remove all foreign materials etc and including providing & applying one coat of primer with same floor paint (Floor Coat Emulsion), including all wastage, labour, material etc. complete all as per manufacturer's specification and as directed by Engineer- in- Charge. (Note:- The floor paint shall have abrasion resistant, anti-algal properties, washable, high adhesion and Semi-gloss finish) |
| 81 | Removing and refixing rough/ smooth finished interlocking paver blocks of 60/80 mm thickness for pavement in footpath / parking at required loactions including supplying & levelling the stone grit and dust of 50 mm thick in proper line and slope evenly spread over the sub base after removing the existing stone dust including consolidation of sub base, finishing to line, level and slope, finally filling the joints with fine clean sand and cleaning the surface including storing serviceale materials and disposing off the debris at directed place etc. complete all as per specification and as directed by the Engineer- in- Charge |
| 82 | Providing, supplying \\"JCB\\"/Hydra Loader cum excavator and executing the works like excavation, grading, levelling & dressing , debris cleaning, cutting wild vegetations & brances etc. JCB Excavator cum loader including Operator.Conditions :-1) The above rate shall be inclusive of JCB, Fuel, Operator and other consumables etc.2) The rates are inclusive of all Taxes including Service taxes/GST if any.3) The cost of damages to any government movable/ immovable property in and around the site shall been tirely borne by the contractor.Department shall not be responsible for any liability arising out of any accident/ injury caused to contractor persons while executing the job.4)The driver shall work as per instructions given by thedepartmental officers. |
| 83 | Providing & laying UPVC under ground drainage pipes & Fittings of Approved make for storm water drains & Sewer lines of following size conforming to IS:15328 to proper level & grade, jointing including providing coupler with solvent cement / welded joints / as per manufacturer's requirement, encasing the pipe alround using cement concrete 1:3:6 complete if required all as per specifictions, drawing and as directed by the E.I.C. item includes Providing and fixing UPVC fittings such as Bendes, Tees & Y, Reducers, Blanking Plugs, Couplers, Adaptors etc For Sewer line and Storm water Drains NOTE:- Cement concrete for encasing shall be paid under relevant item. |
| 84 | 160 mm DN (SN 8kN/m²-SDR34) Please Enable Macros to View BoQ information |
| 85 | 160 mm DN (SN 8kN/m²-SDR34) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 21, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Oct 27, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Today
Nov 06, 2026
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 10 days
Nov 06, 2026
18:00 IST
Corrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 10 daysNov 06, 2026
17:00 IST
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