Tender For Restoration Of Collapsed Sewer At 68/B, Raja S.C. Mallick Road, Ward 99, Br. X
Tender Value
3.91 Lakhs
Estimated cost
Bid Submission
25 Sep 2026
3 days left
EMD
8000
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
Kolkata → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
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Address
Project Description
Tender for Restoration Of Collapsed Sewer At 68/B, Raja S.C. Mallick Road, Ward 99, Br. X
BOQ
| Sl. No. | Item Description |
| 1 | PROTECTIVE AND LINING WORKS IN CANALS & CHANNELSAND OTHER FLOOD PROTECTIVE MEASURES 2.24.Supplying tosite empty cement polythene bags (capacity 50kg) in good conditionincluding stacking, incedental charges etc. all complete (capacity 50kg). |
| 2 | MATERIALS AND LABOUR 1. Building (A) Materials delivered andstacked at site: 6)d)Silver Sand. Note: 1. The above rates areinclusive of all charges such as Royalty, Supervision Charges, etc.and also include allowance for sinkage, as applicable, and/orshrinkage and 10% Contractor?s Profit but exclusive of GST2. Rates for Sand and Brick/ Jhama/ Bats items are complete rates atsite and no other costs need to be considered. For other items,necessary loading-unloading & carriage charges are admissible.3. Laterrite Boulder &Moorum are available in the districts asmentioned in Sl. No. ? 23 & 24 respectively, remaining districts mayadd necessary carriage cost as applicable. (6th Corrigenda &addenda dated 29.07.2019) |
| 3 | PROTECTIVE AND LINING WORKS IN CANALS & CHANNELSAND OTHER FLOOD PROTECTIVE MEASURES 2.27.Labourcharges for filling empty cement gunny bag / polythene bag (capacity50 kg) with all kinds of earth (wet or dry), sand or agreegates(stone /brick) and sewing as done in case of cement bags ,( tying with a knotafter filling will not be accepted ) , and stacking within a lead of 30 metre as per direction of Engr-in-charge (cost is excluding the cost ofany types of filling materials). NB:- Volume of earth/ sand filled bagsshould not be less than 0.028 cum/bag |
| 4 | PROTECTIVE AND LINING WORKS IN CANALS & CHANNELSAND OTHER FLOOD PROTECTIVE MEASURES 2.29.Dumping inposition earth / sand filled gunny / poly bags (capacity 50kg) within alead of 30 metre inclusive of all lifts. |
| 5 | PROTECTIVE AND LINING WORKS IN CANALS & CHANNELSAND OTHER FLOOD PROTECTIVE MEASURES 2.32.Removingearth/sand filled poly bags/gunny bags from the channel bed/slopeand initially depositing the same near channel bank at a place asdirected by the Engineer-in Charge for measurement of Bag. & thendisposing off the same at a distance not less than 150 metre from thechannel site. |
| 6 | CHAPTER - VIII SUPPLYING OF MATERIALS HIRE CHARGES OFMACHINERIES 8.29Hire charges for engaging Air Compressormachine with minimum pressure capacity of 5.0 Kg/sq.cmarrangement including all necessary equipments and operating staff,carriage, fuel, Tools and plants all complete for cutting Road / hardcrust cutting with pneumatic hammer at desired point in water supplyworks as per direction of EIC . a) With Pneumatic hammers Forbeyond 8hrs. of working |
| 7 | BUILDING WORKS (A) EARTH WORK,ANTITERMITE TREATMENT2. Earth work in excavation of foundation trenches or drains, in allsorts of soil (including mixed soil but excluding laterite or sandstone)including removing, spreading or stacking the spoils within a lead of75 m. as directed. The item includes necessary trimming the sides oftrenches levelling, dressing and ramming the bottom, bailing outwater as required complete. (a) Depth of excavation not exceeding1,500 mm. |
| 8 | BUILDING WORKS (A) EARTH WORK,ANTITERMITE TREATMENT2. Earth work in excavation of foundation trenches or drains, in allsorts of soil (including mixed soil but excluding laterite or sandstone)including removing, spreading or stacking the spoils within a lead of75 m. as directed. The item includes necessary trimming the sides oftrenches levelling, dressing and ramming the bottom, bailing outwater as required complete (b) Depth of excavation for additionaldepth beyond 1,500 mm. and upto 3,000 mm. but not requiringshoring |
| 9 | Hire and labour charges for shoring work (including necessary closeplank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc)complete as per direction of the Engineer-in-charge for excavationworks (vertical surface are in contact with supported earth is to bemeasured.) (This item should be executed on specific direction of theEnginner in charg(e).With 5.0 cm. thick timber planks. For depth upto6.00 M below G.L. a) Beyond 1.0 M. upto 2.0 M trench width . |
| 10 | BUILDING WORKS (A) EARTH WORK,ANTITERMITE TREATMENT4. (A) Filling in foundation or plinth by silver sand in layers notexceeding 150 mm as directed and consolidating the same bythorough saturation with water, ramming complete including the costof supply of sand. (payment to be made on measurement of finished quantity) |
| 11 | BUILDING WORKS ( C ) BRICKWORKS, CONCRETE WORKS Etc.A. BRICK WORKS 1. Single Brick Flat Soling of picked jhama bricksincluding ramming and dressing bed to proper level and filling jointswith local sand. ( 3rd Corrigenda & addenda dated 04.06.2018) |
| 12 | BUILDING WORKS ( C ) Brickworks,Concrete Works etc B.CONCRETE WORKS 1. Cement concrete with graded jhama khoa(30 mm size) excluding shuttering In ground floor and foundation (a)1:3:6 proportion. ( 3rd Corrigenda & addenda dated 04.06.2018) |
| 13 | COST OF SPIGOT / SOCKET TYPE OF PIPE WITH RUBBERGASKET bore dia in mm 700 thickness in mm 85standard length inm. 2.5 |
| 14 | Laying of R.C.C. pipe with spigot ... socket/Roll on jointed pipe,lowering the same into the trench laying on the bed in trenches inprescribed gradient, depth and alignment, filling the end grooves withnecessary bitumastic compound, filling caulking space with tarredgasket or with rubber gasket of appropriate size & covering withcement mortar (1:2) & testing the joints etc. complete as per drawing,specification including carriage of pipes from site stacks to the placeof laying etc. & as per direction of the Engineer-in-charge.(Payment tobe made on the basis of actual finished length of the pipe line). A)Class NP-3 Pipe l) 700 mm dia |
| 15 | Construction of manhole with chamber of size as given below as perrequirement and 600mm X 600mm. (inside measurement) squareshaft, with cement brick work (1:4) over 150 mm. thick jhama cementconcrete (1:4:8) bed, over a layer of brick flat soling includingproviding 150mm. thick R.C.C. slab with ordinary concrete (mix1:1.5:3) with reinforcement as per standard drawing over thechamber, brick-on-edge flooring with ordinary cement concrete (mix1:2:4) in the invert with 20mm. thick cement plaster (1:4) finished finewith 1.5mm. thick neat cement in the inside walls and invert includingsupplying, fitting and fixing R.C.P.C. cover and frame (35 M.T. loadbearing capacity) with ordinary cement concrete (mix 1:2:4) and C.I.steps (4 Kg. each) including cutting hard crust, excavation,de-watering, back filling and removal of spoils but excluding shoringcomplete as per standard drawing. (Depth of invert shall not be lessthan 1.80M below G.L.)Average depth of invert 2.5m. below G.L.iii)Average depth of invert 2.5m. below G.L With 375 mm. thick brickwork c) Above 600 mm to 900 mm dia having internal size(1500mmx1500mm) |
| 16 | BUILDING WORKS. (T)MISCELLANEOUS WORKS: A. SPECIALWORKS. III. EVENT MANAGEMENT : 1) Hire and labour charges for75 mm dia bamboo railing on Jhau/Eucalyptus or other approvedtimber posts 1.4 m above G.L. and 0.60 m below G. including tyingstrongly with coir ropes and boring holes for posts in any soil/concrete surface/Bituminious surface packing the sides etc includingcost of carriage of all materials and labour complete including cost ofrestoration to the damages of the ground to its original condition asper direction of Engineer in charge after removing the barricade. (Cost of restoration would be paid separately.) (a) 75mm. dia bamboorailing & 125mm. dia Jhau/Eucalyptus/other approved timber posts @1.60m apart. (i) Railing with 4 rows. ( 1st Corrigenda & addendadated 08.01.2018) |
| 17 | BUILDING WORKS (A) EARTH WORK,ANTITERMITE TREATMENT4. Filling in foundation or plinth by silver sand in layers notexceeding 150 mm as directed and consolidating the same bythorough saturation with water, ramming complete including the costof supply of sand. (payment to be made on measurement of finishedquantity) (B) Do - by fine sand(5th Corrigenda & addenda dated16.04.2019) |
| 18 | BUILDING WORKS (B) DISMANTLING, CUTTING CHASE, HOLESETC 13. Removal of rubbish,earth etc. from the working site anddisposal of the same beyond the compound, in conformity with theMunicipal / Corporation Rules for such disposal, loading into truckand cleaning the site in all respect as per direction of Engineer incharge |
| 19 | BUILDING WORKS (A) EARTH WORK,ANTITERMITE TREATMENT3. Earth work in filling in foundation trenches or plinth with good earth,in layers not exceeding 150 mm. including watering and ramming etc.layer by layer complete. (Payment to be made on the basis ofmeasurement of finished quantity of work) (a) With earth obtainedfrom excavation of foundation. |
| 20 | SUPPLYING AND INSTALLATION OF PORTABLE PUMPING UNITS (DIESEL DRIVEN) FROM 3\\" TO 5\\" DIA SUCTION AND DELIVERY FOR REMOVAL OF FLOOD WATER AND SEWERAGE WATER ETC |
| 21 | Lifting of silt slush, masks or any other foul materials from conduits ofany dia. upto 900 mm and from any depth, by excavating orscrapping by buckets or any other process manually withoutdamaging the conduit including removal of all impure/unhealthyinflammable gases from the conduit by opening manhole cover onehour before taking up the work or any other method as per directionof Engineer-in-charge providing all necessary precautions for all typesof safety for workers as per I.S. Code, necessary stacking of thematerials properly away from traffic lane as far as practicable leadupto 75.0 metres.Transportation of silt, slush or other foul materialsfrom the working site and disposal of the same beyond the area ofMunicipal Corporation / Municipality/ Notified Area Authority /Industrial Township Authority including the cost of loading, unloading,transportation and making arrangement of necessary land fordisposal, spreading and leveling as necessary etc. complete (Land fordisposal to be arranged by the contractor).(Payment to be made onthe basis of stack measurement after deducting sinkage/shrinkage atthe rate of 1/9th of volume) For Day : |
| 22 | (C) III: Labour Rate for Sanitary and Plumbing 4.Methor MazdoorNOTE:The above rates are exclusive of 10 % profit and 1% Labourwelfare cess, which would be admissible to the Contractor, butcontractual percentage will not be applicable on the above rates.Page 113 of 124 |
| 23 | Sub Total |
| 24 | GST 18% |
| 25 | CESS 1% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 22, 2026
11:30 IST
Tender Published
Tender notice published.
TodaySep 25, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysSep 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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