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Tender ID
Tender Value
Refer Docs
EMD Value
₹5 L
Closing Date
17 Feb 2026, 6:00 pmClosed
Deputy Municipal Commissioner, Karamsad Anand Municipal Corporation
BID DOCUMENT FOR ANNUAL RATE CONTRACT OF RCC & PAVER BLOCK FOR WEST ZONE OF KARAMSAD ANAND MUNICIPAL CORPORATION
269853
Tender Notice No. CE-61/2025-26
Open
Civil - All
Works
Anand
1 document required · 1 mandatory
₹18,000
Yes
DEPUTY MUNICIPAL COMMISSIONER KARAMSAD ANAND MUNICIPAL CORPORATION
₹5 L
Yes
27 Jan 2026
27 Jan 2026
27 Jan 2026
17 Feb 2026
27 Jan 2026
Clearing and grubbing road land including uprooting rank vegetation grass bushes,shrubs,sapling and trees girth up to 300 mm removal of stumps of trees cut earlier and disposal of unserviceable materials with all lead and lift (C) By mechanical means in area of light jungle.
Dismantling of flexible pavements (Bituminous surface and Crust) and disposal of dismantled materials with all lead and lift, stacking serviceable and unserviceable materials separately as directed by engineer in charge.
Demolition and disposal of unserviceable materials with all lead and lift.(i) Lime concrete.
Demolition including stacking of serviceable materilas and disposal of unserviceable materials with all lead and lift (A). RCC work
Demolition of Brick work and stone masonry including stacking of serviceable materilas and disposal of unserviceable materials with all lead and lift.(ii) In Cement Mortar.
Dismentaling tiled of stone floors laid in mortar including stacking of serviceable materilas and disposal of unserviceable materials with all lead and lift.
Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
Earthwork for embankment including breaking clods, dressing with all lead and lift and including watering rolling and consolidation of subgrade in layers at O.M.C. to required dry density including filling the depression which occur during the process using power roller 8T to 10T.(E) From Borrow area within 3.0KM. lead
Box cutting the road surface to proper slope and camber for making a base for road work including removing the excavated stuff and depositing on the road side slope as directed upto 50Mt.lead.
Carting of debris, ruff kota ston, earth or any wastage material on site including loading, unloading within Corporation area as directed by engineer - in- charge. (a) 3.00 KM LEAD
Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(A) Loose or soft soil
Earthwork in cuting in all sorts of soil and soft murrum including conveying and spreading the stuff, embankment as and where directedby EIC with all required lead and lift.
Providing and filling sand in between the top and bottom plugs with good sand in layers including compacting as directed.
Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc. in layers not exceeding 20 cm. in depth consolidating each disposited layer by ramming and watering.
Providing and laying cement concrete 1:4:8 (1- Cement : 4- coarse sand : 8- hand broken stone aggregates 40 mm nominal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth
Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- hand broken stone aggregates 40 mmnominal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth
Providing and laying compacted 150 mm thick B.T. Metalling (45 to 63 mm size) using stone screening 13.2 mm of 0.16 Cmt. / 10 Sq.m. and 0.08 Cmt. / 10 Sq.m. stone dust, including spreading in uniform layer, watering and consolidation by vibratory roller to achieve the desired density, as per Clause-404 of M.O.R.T. and H. etc. complete.
Providing and laying Granular sub base in required layer by providing coarse graded material Grading - I using B.T. M.C. metal 53 mm to 26.5 mm at 35percent, aggregate 26.5 to 4.75 mm at 45percent and stone dust at 20percent (CBR more than 30percent) as per Table 400-2 of MORTandH gradation including conveying the material at site of work, mixing and spreading in to grade and camber, watering and consolidating at OMC with vibratory roller including the cost of materials, labours etc. complete.
Providing, Laying, spreading and compacting graded stone aggregates 150 mm compacted thick wet mix macadam [using B.T. M.C. aggregates - 22.4 to 53 mm (30percent), 11.2 to 22.4 mm (20percent), 2.36 to 11.2 mm (27.5percent), Stone dust below 2.36 mm size (22.5percent) - 1.32 times loose volume / Cmt. of compacted volume], as per M.O.R.T. and H. specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tippers to site, laying in uniform layers with paver / mortar grader in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level
Providing and laying controlled cement concrete M.200 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in (A) Foundations, footings, Base of columns and Mass concrete
Providing and laying controlled cement concrete M.250 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in (A) Foundations, footings, Base of columns and Mass concrete.
Providing and laying in position Ready Mixed M-150 grade concrete for reinforced cement conctere work , using cement content as per approved Design Mix manufactured in fully automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. Without Fly Ash (Min cement level as per latest IS 456 shall be maintained)
Providing and laying in position Ready Mixed M-250 grade concrete for reinforced cement conctere work , using cement content as per approved Design Mix manufactured in fully automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability The rate also includes all exposed RCC walking surfaces to have trovel finish or as per direction of the Engineer - in - charge. Without Fly Ash (Min cement level as per latest IS 456 shall be maintained) (Cement level 450 kg ).
Providing and laying in position Ready Mixed M-300 grade concrete for reinforced cement conctere work , using cement content as per approved Design Mix manufactured in fully automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. Without Fly Ash (Min cement level as per latest IS 456 shall be maintained) (Cement level 475 kg )
Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. Height of propping and centering below supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in. (A) Foundations Footings Bases of Columns etc. and Mass concrete.
Labour charges for concreting with vacume dewatering Technique ( Trimix or equvalent type) including hardener, loading, unloading, carting companing with "C" Channels and Groove cutting as per requirement and labour charges on directied by Engineer-in-charge.
Saw cutting, H/3 mm depth, in pannel size of 1.50m x 1.50m for any size of Road by saw cutting machine with all complete work
Rolling and consolidating water bound macadam (except laterite and Kankar) including watering not exceeding 150mm thickness (Main layer including binding materials ) including filling in depressions which occur during the process.(A) With power roller exceeding 8 tonne and not exceeding 12 tonne.
Providing and casting in situ ordinary cement concrete M-200 forKerbs/Kerb blocks including formwork, curing and finishing complete.
Providing and laying Mountable type Central Verge including casting size 15.00 x 50.00 Cm by mechanical Kerb casting machinery to Center verge (Kerb) including cost of material required and all labour worketc complete as per direction, detailed drawing and instruction of engineer incharge. (Central Verge)
Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block 60mm thick with grade of concrete M300 pnumatic compressed / vibrated mechanically and as per approved design Confirming to IS 15658 : 2006 including 35 mm Sand layer for levelling and filling the joint with sand in proper line and level as per guidlines of IRC : SP 63-2018 etc. Complete.
Precast Cement Concrete Paver Block - 60mm thick, M-30 Grade Providing and laying factory-made chamfered edge shot blasted/sand blasted finished, non-interlocking type, square/ rectangle shape paver blocks of approved make, any sizes, any shade, any pattern, any color having 80 mm thickness and minimum M-30 grade, machine made, factory finished for footpath, parking areas, service lanes and other similar areas as mentioned in the drawing Including providing and laying 50 to 80 mm thick average bedding layer of coarse sand below paver block as per required grading and specification. The laid paver block shall be mechanically compacted. The work of the paving blocks shall be executed in line and level. The paver block shall be cut by mechanical means only, if required. Paver blocks shall be compacted and shall be re-laid if necessary. The actual laid area shall be measured for payment without any wastage. The Sample and mock-up shall be approved before execution. damaged block shall not be used in laying. Sample and mock shall not be payable if rejected. Make VYARA or Equivalent
Precast Cement Concrete Paver Block - 80mm thick, M-40 Grade Providing and laying factory-made chamfered edge shot blasted/sand blasted finished, non-interlocking type, square/ rectangle shape paver blocks of approved make, any sizes, any shade, any pattern, any color having 80 mm thickness and minimum M-40 grade, machine made, factory finished for footpath, parking areas, service lanes and other similar areas as mentioned in the drawing Including providing and laying 50 to 80 mm thick average bedding layer of coarse sand below paver block as per required grading and specification. The laid paver block shall be mechanically compacted. The work of the paving blocks shall be executed in line and level. The paver block shall be cut by mechanical means only, if required. Paver blocks shall be compacted and shall be re-laid if necessary. The actual laid area shall be measured for payment without any wastage. The Sample and mock-up shall be approved before execution. damaged block shall not be used in laying. Sample and mock shall not be payable if rejected. Make VYARA or Equivalent
Pavers- 100mm thk any color- Providing and laying shot blasted non interlocking, paver blocks 100mm thick M-40 grade of specified thickness, size, grade of concrete and colour machine made and blasting by automatic shot blasting machine and high density of as per approved sample of approved make for footpath, parking areas, service lanes, cross over and other areas as mentioned in the drawing. Including providing and laying 50 mm thick average bedding layer of screed below paver block as per required grading and specification. Laid paver block shall be mechanically compacted. The work of the paving blocks shall be executed in line and level by skilled mason of flooring work only. Small size of paver block with same specifications shall be used at residu or at end. It should be laid in such a way that the no cutting of the paver block to be necessary. If cutting of paver block shall be required, than cut by machine only and laying to be done by skilled flooring mason. The Finished surface of the paver block shall have coarse sand texture finish. Paver blocks shall be compacted and shall be relaid if necessary. Actual laid area shall be measured and paid without any wastage.A) 100mm thick M-40 grade Paver block of size 200 x 100. Make VYARA or Equivalent
Labour Work of Removing and Refitting Of Paver Block for Lavelling And Filling The Joint with Dust in proper line and level, carting, loading and unloding etc. complete as per directed by engineer in charge.
Providing and fixing pre-cast concrete kerb stone of gray cement based concrete block 30cm length,30cm height and 15cm thick of M250 grade concret as per approved design and including excavation for fixing in proper line and level,filling the joint with C:M 1:3 (1cement:3fine sand) etc complete.
Kerb- 600x300x125mm Pre cast concrete kerb Providing and fixing 2.5Mpa Grade of concrete precast exposed pimple texture finish kerb stones of steel mould Vaccum wet pressed machine approved make as per approved sample of any size and any type. Kerbs shall be fixed on the 100mm thk M15 PCC foundation prepared as per approved design. The rate shall also include for erecting and fixing the pieces in position, cutting if required, for complete kerb system with Half Batter /Bullnose/ square Profile type of kerbs including necessary accessories of kerb like radius kerb, angles and quadrant kerbs, droplet kerbs etc. complete as per drawing. Kerb shall be fixed as paper joint without any jointing material. However cement mortar shall be provided at the backside of kerb stone joint. (Sample must be approved) Cost of excavation, base PCC, side filling shall be paid in relevent item as directed engineer - incharge. (b) HB/BN/SQ 600x300x125mm. Make VYARA or Equivalent
Kerb- Median 600x450x150mm Pre cast concrete kerb Providing and fixing 2.5Mpa Grade of concrete precast exposed pimple texture finish kerb stones of steel mould Vaccum wet pressed machine approved make as per approved sample of any size and any type. Kerbs shall be fixed on the 100mm thk M15 PCC foundation prepared as per approved design. The rate shall also include for erecting and fixing the pieces in position, cutting if required, for complete kerb system with Half Batter /Bullnose/ square Profile type of kerbs including necessary accessories of kerb like radius kerb, angles and quadrant kerbs, droplet kerbs etc. complete as per drawing. Kerb shall be fixed as paper joint without any jointing material. However cement mortar shall be provided at the backside of kerb stone joint. (Sample must be approved) Cost of excavation, base PCC, side filling shall be paid in relevent item as directed engineer - incharge. (b) HB/BN/SQ 600x450x150mm. Make VYARA or Equivalent
Construction Chamber ( 1.00 Mt x 1.00 Mt x 1.00Mt ) with RCC top slab in 1:2:4 mix (1 Cement : 2 Coarse sand : 4 Graded stone aggregate 20mm nominal size) foundation concrete 1:4:8 mix , 350mm thick masonery wall in C.M 1:6, 15mm thick plaster,vata, with RCC manhole frame and cover etc. complete as per direction engineer incharge.
Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts including setting and joining the pipes in C.M. 1:2 watering and laying (To level of slops of I.S. 458 / 1971 Class NP3 casted by vertically vibrated technology of following internal diameter. (ii) 450 mm dia.
Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts including setting and joining the pipes in C.M. 1:2 watering and laying (To level of slops of I.S. 458 / 1971 Class NP3 casted by vertically vibrated technology of following internal diameter. (iv) 600 mm dia.
Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts including setting and joining the pipes in C.M. 1:2 watering and laying (To level of slops of I.S. 458 / 1971 Class NP3 casted by vertically vibrated technology of following internal diameter. (v) 900 mm dia.
Providing and fixing RCC Precast Saucer Drain Kerb Stonekerb stone of gray cement based concrete block having 500MM*300MM height and 150MM thick of M300 grade concret as per approved design and including excavation for fixing in proper line and level,filling the joint with C:M 1:3 (1cement:3fine sand) etc complete. (SPECIAL TYPE OF KERB)
Water Based Kerb Paint / Finishing wall with weather proof exterior emulsion paint on wall surface (two coats) to give an required shape even shade after thoroughly brushing the surface to remove all dirt, and remains of loose powdered materials.etc complete
Granite cobbles Providing and laying cobbles (100*100*50/70mm) Laying to be done in line and level on bedding sand of 50 mm thick screed bed compacted and watered. Laying to be as per paving drawing, should be completed by proper cutting of blocks where required, compacting by a suitable vibrating machine and cleaning and jointing in micro cement.
Providing and Fixing F.R.C. MH seat cover incl. carting to the work site etc. comp. Directed. F.R.C. Extra Heavy Duty (EHD-35) Machinehole Covers and Frames Cover: 728mm ø and 100 mm thick circular cover, 35.00MT load design, including MS belt should be well embed in concrete to protect the edges off frame. FRC E.H.D.-35 Machinehole cover and frame described as above.
Providing and fixing Extra Heavy Duty (EHD) 35 Frame and Jali for Catch pit of Himalaya make or equivalent
20mm thick sand faced cement plaster on walls upto height 10 metres above ground level consisting of 12mm thick backing coat of C.M. 1:3 (1-cement : 3-sand) and 8mm thick finishing coat of C.M. 1:1 (1-cement : 1-sand) etc. complete
Providing and Applying Art work painting. It shall be water proof and capable bridging, crazing and cracks, paint of makes as per approval. Item including surface, applying one coat of primer coat shall not be less then 50 micron and make listed in the tender and also including all types of scafloding, safety accessories, labour, all materials lead as per directed by engineer in charge.
Item Description
Renovation and Lowering/ Raising of existing manhole/catchpit for the height (upto any height) at top including cost of excavation, removing of manhole frame and cover, necessary civil work (i.e. concrete work, reinforcement for approx. 250mm thick wall), curing, back filling, finishing good, etc. complete including disposal of debris for all lead and lift and as directed by engineer in charge. If required, CI steps shall be provided in manhole (due to increase height) without any extra cost.
Tactiles 300x300mm, 60mm thick- Yellow color Providing and laying yellow color tactile linea and polka flagstone noninterlocking, paver blocks 60mm thick 3.5Mpa gred of specified thickness, size, grade of concrete and colour machine made and high density of as per approved sample of approved make for footpath, parking areas, service lanes, cross over and other areas as mentioned in the drawing. Including providing and laying 50 mm thick average bedding layer of coarse sand below paver block as per required grading and specification. Laid paver block shall be mechanically compacted. The work of the paving blocks shall be executed in line and level by skilled mason of flooring work only. Small size of paver block with same specifications shall be used at residu or at end. It should be laid in such a way that the no cutting of the paver block to be necessary. If cutting of paver block shall be required, than cut by machine only and laying to be done by skilled flooring mason. The Finished surface of the paver block shall have coarse sand texture finish. Paver blocks shall be compacted and shall be relaid if necessary. Actual laid area shall be measured and paid without any wastage.A) 60mm thick 3.5Mpa grade Paver block of size 300mm x 300mm. Make VYARA or Equivalent
Masonry- Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. for all levels in Cement Mortar 1:5. (1- Cement : 5 -fine sand)(B) Conventional
Granite- Providing and laying approved polished Granite stone (color as per approval) over 20mm (Average) thick base of cement mortar 1:6 (1-cement : 6-coarse sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing, polishing and edge finishing or rounding etc. are per drawing complete. Sample to be approved by architect (A) 18mm thick
Washed stone grit plaster Washed stone grit plaster on exterior walls height upto 10 metre above ground level, in two layers, under layer 12 mm cement plaster 1:4 (1 cement: 4 coarse sand), furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15 mm cement plaster 1:1/2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10 mm nominal size), in panels with groove all around as per approved pattern including scrubbing and washing the top layer with brushes and water to expose the stone chippings ,complete as per specification and direction of Engineer-in- charge.
Providing and fixing M.S. Railling of required pattern for divider with M.S pipe/Angle/flat at required spacings and frame alround gate with one coat of applying oil based priming coat and painting two coat of oil paints on gate etc. complete.
Supplying and fixing Security Bollard: Made out of M S. Pipe Power Coated And Retro. Reflective Sheeting; height: 1200 mm; diameter: 90mm ; fabricated as per attached drawing; pretreated with phospheting process; painted with epoxy coatings; Reflectorised with retro reflective sheetings specified by M.O.R.T. and H. latest specifications.
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