Tender For miscellaneous Civil And Other Foundation Works In Factory Area In Heep.
Tender Value
8.98 Lakhs
Estimated cost
Bid Submission
29 Sep 2026
4 days left
EMD
17976
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
Haridwar → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for miscellaneous Civil And Other Foundation Works In Factory Area In Heep.
BOQ
| Sl. No. | Item Description |
| 1 | Carriage of materials by mechanical transport including loading, unloading and stacking: Lime, moorum, building rubbish, earth, manure or sludge and excavated rocks:: Lime, moorum, building rubbish:3 km Unit:cum |
| 2 | Carriage of materials by mechanical transport including loading, unloading and stacking: Lime, moorum, building rubbish, earth, manure or sludge and excavated rocks:: Earth:3 km Unit:cum |
| 3 | Centring and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases of Columns Unit:sqm |
| 4 | Centring and shuttering including strutting, propping etc. and removal of form for:removal of form for: :Suspended floors, roofs, landings, balconies and access platform. Unit:sqm |
| 5 | Centring and shuttering including strutting, propping etc. and removal of form for:removal of form for: :Lintels, beams, plinth beams, girders, bressumers and cantilevers. Unit:sqm |
| 6 | Centring and shuttering including strutting, propping etc. and removal of form for:removal of form for: :Columns, Pillars, Piers, Abutments, Posts and Struts Unit:sqm |
| 7 | Extra for additional height in centring, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentring at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured):Suspended floors, roofs, landing, beams and balconies(Plan area to be measured) Unit:sqm |
| 8 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete . :Thermo-Mechanically Treated bars. Unit:kilogram |
| 9 | Providing and fixing 18mm thick mirror polished, machine cut for kitchen platforms, vanity counters facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 Cement : 4 coarse sand) with joints treated with white cement ,mixed with matching pigment, epoxy touch ups, including rubbing ,curing etc. complete at all levels.:Over 0.5 sqm but upto 1.0 sqm Unit:sqm |
| 10 | Providing and fixing on wall face unplasticised - Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes:110 mm diameter Unit:metre |
| 11 | Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised - Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.: Coupler:110 mm Unit:each |
| 12 | Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised - Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.: Single Pushfit Coupler:110 mm Unit:each |
| 13 | Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised - Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.: Single tee with door:110x110x110 mm Unit:each |
| 14 | Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised - Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.: Shoe (Plain):110 mm Shoe Unit:each |
| 15 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. :For thickness of tiles 10 mm to 25 mm Unit:sqm |
| 16 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. Unit: Sqm |
| 17 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.: All kinds of soil Unit:cum |
| 18 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Unit:cum |
| 19 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work upto plinth level:1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) Unit:cum |
| 20 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work upto plinth level:1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) Unit:cum |
| 21 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in::Cement mortar 1:4 (1 cement : 4 coarse sand) Unit:cum |
| 22 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in ::Cement mortar 1:4 (1 cement : 4 coarse sand) Unit:cum |
| 23 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigments etc., complete. Unit:sqm |
| 24 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), including grouting the joints with white cement and matching pigments etc., complete. Unit:sqm |
| 25 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete.:Size of Tile 600x600 mm Unit:sqm |
| 26 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :: In 75x75 mm deep chase Unit:metre |
| 27 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. Unit:each |
| 28 | 12 mm cement plaster of mix : :1:4 (1 cement: 4 fine sand) Unit:Sqm |
| 29 | 15 mm cement plaster on the rough side of single or half brick wall of mix : :1:4 (1 cement: 4 fine sand) Unit:Sqm |
| 30 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. :Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) Unit:Cum |
| 31 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50metres lead as per direction of Engineer - in- charge. Unit:Cum |
| 32 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. :In cement mortar Unit:Cum |
| 33 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) Unit:metre |
| 34 | Grading roof for water proofing treatment with :Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) Unit:Cum |
| 35 | PROVIDING AND GROUTING OF ANCHOR BOLT OF FOUNDATION /BED PLATE ,DOWEL TUBES/SHEAR KEY/JOINTS OF PRECAST MEMBERS IN M-60 GRADE OR ABOVE WITH CEMENTIOUS GROUT (NON SHRINK) SUCH AS FOSROC CONBEXTRAGP2/CICIO GROUT GP/SIKA GROUT 214 IN/SHRINKOMP 30/PIDICRETE 10 M OA ANY OTHER EQUAIVALENT BRAND AS APPROVEPROVIDING AND GROUTING OF ANCHOR BOLT OF FOUNDATION /BED PLATE ,DOWEL TUBES/SHEAR KEY/JOINTS OF PRECAST MEMBERS IN M-60 GRADE OR ABOVE WITH CEMENTIOUS GROUT (NON SHRINK) SUCH AS FOSROC CONBEXTRAGP2/CICIO GROUT GP/SIKA GROUT 214 IN/SHRINKOMP 30/PIDICRETE 10 M OA ANY OTHER EQUAIVALENT BRAND AS APPROVED BY ENGINEER-IN-CHARGE WITH SUITABLE MEANS (FREE FLOWING/PUMP) COMPLETE AS INCLUDES FIXING OF BIDDING/SHUTTERING AS REQUIRED,POURING OF WATER IN POCKETS BEFORE GROUTING AND DEWATERING THE SAME AS PER DIRECTION OF ENGINEER-IN-CHARGE WITH PUMP AND CURING OF POCKET WITH GUNNY JUTE BAGS FOR MINIMUM 7 DAYS COMPLETE IN ALL RESPECT(THE PAYMENT SHALL BE MADE ON THE BASIS OF ACTUAL WEIGHT OF APPROVED GROUT INJECTED AS PER ACTUAL POCKET SIZES AND CONSUMPTION BASIS.) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 19, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysSep 29, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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