Tender For Tourism Development Work Of Bhata Ki Pipari Mouza Mewalikhurd Shiv Mandir Complex Of Fatehabad In District- Agra (U.P.)
Tender Value
66.88 Lakhs
Estimated cost
Bid Submission
24 Jun 2025
0 days left
EMD
1.34 Lakhs
Bank guarantee accepted
Document Fee
11800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
khurd → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tourism Development Work Of Bhata Ki Pipari Mouza Mewalikhurd Shiv Mandir Complex Of Fatehabad In District- Agra (U.P.)
BOQ
| Sl. No. | Item Description |
| 1 | YAMUNA DARSHAN DECKEarth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. |
| 2 | Excavating, supplying and filling of local earth by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming,consolidating and dressing complete. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 5 | Providing and laying in position ready mixed or site batched design mixcement concrete for reinforced cement concrete work;using coarse aggregate and fine aggregate derived from natural sources and using recycled concrete aggregate (rcA) as coarse aggregate and fine aggregate within permissible utilization of20% each,Portland Pozzolana /Ordinary portland/portland Slag cement, admixtures in recommended proportions as per iS: 9103 to accelerate / retard setting of concrete, toimprovedurability andworkabilitywithout impairing strength;including pumping of concrete to site of laying, curing,carriage for all leads;but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately.in case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 5.33A.1 All works upto plinth level 5.33A.1.1 concrete of m25 grade with minimumcementcontent of 330 kg /cum |
| 6 | Providing and laying in position ready mixed or site batched design mixcement concrete for reinforced cement concrete work;using coarse aggregate and fine aggregate derived from natural sources and using recycled concrete aggregate (rcA) as coarse aggregate and fine aggregate within permissible utilization of20% each,Portland Pozzolana /Ordinary portland/portland Slag cement, admixtures in recommended proportions as per iS: 9103 to accelerate / retard setting of concrete, toimprovedurability andworkabilitywithout impairing strength;including pumping of concrete to site of laying, curing,carriage for all leads;but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately.in case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 5.33A.1 All works upto plinth level 5.33A.1.1 concrete of m25 grade with minimumcementcontent of 330 kg /cum |
| 7 | Providing and laying in position ready mixed or site batched design mixcement concrete for reinforced cement concrete work;using coarse aggregate and fine aggregate derived from natural sources and using recycled concrete aggregate (rcA) as coarse aggregate and fine aggregate within permissible utilization of20% each,Portland Pozzolana /Ordinary portland/portland Slag cement, admixtures in recommended proportions as per iS: 9103 to accelerate / retard setting of concrete, toimprovedurability andworkabilitywithout impairing strength;including pumping of concrete to site of laying, curing,carriage for all leads;but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately.in case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 5.33A.1 All works upto plinth level 5.33A.1.1 concrete of m25 grade with minimumcementcontent of 330 kg /cumAll Works upto Plinth evelconcrete of m25 grade with minimumcementcontent of 330 kg /cum (Plinth Beam) |
| 8 | Providing and laying in position ready mixed or site batched design mixcement concrete for reinforced cement concrete work;using coarse aggregate and fine aggregate derived from natural sources and using recycled concrete aggregate (rcA) as coarse aggregate and fine aggregate within permissible utilization of20% each,Portland Pozzolana /Ordinary portland/portland Slag cement, admixtures in recommended proportions as per iS: 9103 to accelerate / retard setting of concrete, toimprovedurability andworkabilitywithout impairing strength;including pumping of concrete to site of laying, curing,carriage for all leads;but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately.in case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 5.33A.1 All works upto plinth level 5.33A.1.1 concrete of m25 grade with minimumcementcontent of 330 kg /cumAll Works upto Plinth evelconcrete of m25 grade with minimumcementcontent of 330 kg /cum (Column) |
| 9 | Providing and laying in position ready mixed or site batched design mixcement concrete for reinforced cement concrete work;using coarse aggregate and fine aggregate derived from natural sources and using recycled concrete aggregate (rcA) as coarse aggregate and fine aggregate within permissible utilization of20% each,Portland Pozzolana /Ordinary portland/portland Slag cement, admixtures in recommended proportions as per iS: 9103 to accelerate / retard setting of concrete, toimprovedurability andworkabilitywithout impairing strength;including pumping of concrete to site of laying, curing,carriage for all leads;but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately.in case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 5.33A.1 All works upto plinth level 5.33A.1.1 concrete of m25 grade with minimumcementcontent of 330 kg /cumAll works above plinth level up to floor V levelConcrete of m25 grade with minimumcementcontent of 330 kg /cum (Column) |
| 10 | Providing and laying in position ready mixed or site batched design mixcement concrete for reinforced cement concrete work;using coarse aggregate and fine aggregate derived from natural sources and using recycled concrete aggregate (rcA) as coarse aggregate and fine aggregate within permissible utilization of20% each,Portland Pozzolana /Ordinary portland/portland Slag cement, admixtures in recommended proportions as per iS: 9103 to accelerate / retard setting of concrete, toimprovedurability andworkabilitywithout impairing strength;including pumping of concrete to site of laying, curing,carriage for all leads;but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately.in case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 5.33A.1 All works upto plinth level 5.33A.1.1 concrete of m25 grade with minimumcementcontent of 330 kg /cumAll works above plinth level up to floor V levelconcrete of m25 grade with minimumcementcontent of 330 kg /cum (Slab Beam) |
| 11 | Providing and laying in position ready mixed or site batched design mixcement concrete for reinforced cement concrete work;using coarse aggregate and fine aggregate derived from natural sources and using recycled concrete aggregate (rcA) as coarse aggregate and fine aggregate within permissible utilization of20% each,Portland Pozzolana /Ordinary portland/portland Slag cement, admixtures in recommended proportions as per iS: 9103 to accelerate / retard setting of concrete, toimprovedurability andworkabilitywithout impairing strength;including pumping of concrete to site of laying, curing,carriage for all leads;but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately.in case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 5.33A.1 All works upto plinth level 5.33A.1.1 concrete of m25 grade with minimumcementcontent of 330 kg /cum |
| 12 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete above plinth level.5.22A.6 Thermo Mechanically Treated bars of grade Fe-500D or more |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for mass concrete |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form forWalls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form forColumns, Pillars, Piers, Abutments, Posts and Struts |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form forLintels, beams, plinth beams, girders, bressumers and cantilevers |
| 17 | Centering and shuttering including strutting, propping etc. and removal of form forLintels, beams, plinth beams, girders, bressumers and cantilevers |
| 18 | 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) |
| 19 | Cement Concrete flooring 1:2:4 (1Cement : 2 coarse sand : 4 graded stone aggregate) finished with a flooring coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.11.3.1 40 mm thick with 20 mm nominal size stone aggregate |
| 20 | 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 coarse sand |
| 21 | Finishing walls withacrylic smooth exterior paint of required shade of approved brand & manufactureon new work undecorated wall surface two or more coats appliedcost of all materials, labour, T & applied @ 1.67 ltr/10 sqm over and including primimg coat of exterior primer applied 2.20kg/ 10 sqm) supply of all labour, material and T &P etc. required for proper completion the work. |
| 22 | Distempering (new work - Two coat or more coats ) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including water thinnable priming coatwith cement primer of approved brand & manufacture after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost of all materials.(Ceiling) |
| 23 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand &anufacturer, over the plastered wall surface to prepare the surface even & smooth complete. |
| 24 | Providing and stacking of Azadirachta indica ( Neem ) of height 120-130cm in big polybag of size 25 cm as per direction of the officer-in-charge. |
| 25 | Supplying and stacking of good earth at site including royalty and carriage upto 5 k m lead complete (earth measured in stacks will be reduced by 20% for payment). |
| 26 | Supplying and stacking sludge at site including royalty and carriage upto 5 km complete (sludge measured in stacks will be reduced by 8% for payment). |
| 27 | Complete maintenance of trees (Out side garden features), jobs like making of basin at regular interval i/c watering, weeding, pruning & application offertilizer etc, (excluding the cost of material which shall be supplied by the department and other T & P material/articles shall be provided by the contractor) and as per direction of officer in charge.2.42.1 Trees for 250 no/(up to 4 & up to 3 year Slow & Fastgrowing group) |
| 28 | Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water) |
| 29 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed withmanure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately)Holes 45 cm dia, and 45 cm deep. |
| 30 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid forseparately) : Holes 60 cm dia, and 60 cm deep Trees |
| 31 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing includingremoval of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) Holes 60 cm dia, and 60 cm deep |
| 32 | Providing and fixing M. S. tree guard 45 cm square in plan, height 1.20 metre above ground level and 0.40 metre below ground level. The vertical members shall consist of four nos. angle iron of size 25x25x3 mm, 1.6 m long, one at each corner and 8 nos flat iron of size 25x3 mm, 1.2 m long. The vertical mambers shall be welded to 4 nos. 25x6 mm M. S. flats placed horizontally around the vertical member of the cage. One name plate of 1 mm thick M.S. sheet of size 250x100 mm shall be welded to the tree guard near the middle height and lettered CPWD/ PWD/ any other approved name. The tree guard shall be fixed to the ground by making suitable holes and by embedding four corners leg in the ground, including refilling the earth, compaction etc. complete. The tree guard shall be painted with two or more coats of synthetic enamel paint of approved brand and manufacture over a coat of primer, complete in all respect. |
| 33 | SEATINGEarth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.disposal of surplus excavated soil as directed, within a lead of 50 m. \"2.8.1 All kinds of soil. |
| 34 | 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 |
| 35 | Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. |
| 36 | Brick work with common burnt clay selected F.P.S. (non modular) bricks of class designation 7.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand) SUB HEAD : 6 MASONRY WORK 343 From ground level upto plinth leve |
| 37 | 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 : 6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 38 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush. 11.28.1 Red sand stone |
| 39 | 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 coarse sand |
| 40 | 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 coarse sand |
| 41 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour :13.41.1 New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than50 gram/litre |
| 42 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. |
| 43 | Supply and fixing of LED street light fitting having die cast aluminium body and diffuser with driver set suitable for 30-40 Watt. Confirming to IP 66 protection complete in all respect. CAT-AA |
| 44 | Erection of metallic pole of following length in cement concrete 1:3:6(1 cement:3 sand : 6 grade stone aggregate 40 mm nominal size ) foundatio including excavtion and refillingetc .as required above 6.5 metre and upto 8.0 metre |
| 45 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.Group - A |
| 46 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire |
| 47 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 48 | G.S.T Extra as per applicable |
AI Tender Summary
Tender Timeline
Jun 13, 2025
11:30 IST
Tender Published
Tender notice published.
CompletedJun 24, 2025
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 24, 2025
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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