Tender For Construction And Beautification Of Park And Footpath Repairing Work At Sports Goods Complex Near Amar Ujala At Delhi Road Meerut, Distt. Meerut.
Tender Value
46.99 Lakhs
Estimated cost
Bid Submission
22 Oct 2026
4 days left
EMD
1.10 Lakhs
Bank guarantee accepted
Document Fee
2425
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Meerut → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction And Beautification Of Park And Footpath Repairing Work At Sports Goods Complex Near Amar Ujala At Delhi Road Meerut, Distt. Meerut.
BOQ
| Sl. No. | Item Description |
| 1 | Excavation of foundation in ordinary soil (Loam,clay or sand) including lift upto 1.5 M and lead upto 30 M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30M from the foundation trencehs. SI No. 251 A |
| 2 | cement Concrete with 4cm gauge stone ballast coarse sand & cement in proportion of 1:4:8 In foundation and under floor including supply of all materials labour tools and plants etc required for proper completion of the work. |
| 3 | first class brick work(M-150 ) in 1:4 cement and coarse sand 2.20 F.M.mortar in super structure including necessary cutting and moulding of bricks as required and also honey comb brick work as per SI No.305(a) |
| 4 | First class brick work(M-150 ) in 1:4 cement and coarse sand 2.20 F.M.mortar in super structure including necessary cutting and moulding of bricks as required and also honey comb brick work as per SI No.305(a) |
| 5 | Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer-in-charge, including compacting each layer by rolling/ramming and watering, all complete as per drawing and direction of Engineer -in - charge |
| 6 | R.C.C. work with cement approved coarse sand and 2 cm. Gauge approved stone grit in proportions of 1:1.5:3 in T. Beam, Slab Roof and R.C.C. Column excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I. Binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, tools & plants etc. required for proper completion of the work including cost of binding wire. The rate excludes making of drip course which shall be paid. Excluding GST. |
| 7 | R.C.C. work with cement approved coarse sand and 2 cm. Gauge approved stone grit in proportions of 1:1.5:3 in T. Beam, Slab Roof and R.C.C. Column excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I. Binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, tools & plants etc. required for proper completion of the work including cost of binding wire. The rate excludes making of drip course which shall be paid. Excluding GST. |
| 8 | M.S. or iron work of small sizes and section such as holding down bolts , hold fast , tie rods grating etc. in heavy size such as trusses, bulit up gates, record racks, roof work, gates etc including rivetting or welding where necessary wrought to required from including supply of steel bolts , nuts wastage etc. and their fixing required for proper completion of work. |
| 9 | 12 mm thick plaster with 1:4 cement and Coarse sand of 1.25 fineness modulous mortar in 1: over brick work minimum thickness not to be less than 1.00 cm including supply of all materials, labour, tools & plant etc. reuired for proper completion of the work SI No. 582 + 584(A) |
| 10 | Providing water proofing wall putty on new surface with approved quality material of Berger J.K. Birla or Similar make 2 coats (SI No. 15.22 New Item) |
| 11 | Finishing walls with weather coats by Premium Acrylic exterior paint applied @1.67lrt/10sqm (asian or berger brand) of approved make and quality on wall with two or more coats to give an even shade including a priming coat with cement primer of approved brand and manufacturing exterior primer applied @ 2.20kg/10sqm after thoroughly brushing the surface free from mortar dropping and other foreing matters and sand papered smooth including supply of all materials labour tools & plants etc required for proper completion of the work.as per SOR.No.15.23. |
| 12 | Painting or varnishing work in small areas or new wood work with one coat ( upto one square metre of ready mixed priming paint but two or more coat of approved superior quality ready mixed paint or varnish including supply of all materials , labour , Tools & plants etc. required for proper completion of the of the work (SI No. 641+642) |
| 13 | M.S. ( tor steel or plain) in plain work such as R.C.C. of R.B. work including bending for proper shape as necessary including bending for proper completion of the work and including supply of all steel & Wastage, bend, hooks and authorised overlapping shall be measured (Analysis Attached) |
| 14 | Dismentling of Old Interlocking tiles as per direction by engineer in Charge. As per PWD SOR item no |
| 15 | Cement Concrete with 4cm gauge stone ballast coarse sand & cement in proportion of 1:4:8 In foundation and under floor including supply of all materials labour tools and plants etc required for proper completion of the work. |
| 16 | Cement Concrete with 2 cm gauge approved stone ballast coarse sand & cement in the proportion of 1:2:4 including supply of all materials labour tools & plants etc reguired for proper complection of the work |
| 17 | Providing and laying 60 mm thick cement concrete paver block of M-30 grade with approved colour, design & pattern. factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. |
| 18 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer- in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). As per DSR 2023/16.69 |
| 19 | Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment). |
| 20 | Excavation of foundation in ordinary soil (Loam,clay or sand) including lift upto 1.5 M and lead upto 30 M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30M from the foundation trencehs. SI No. 251 A |
| 21 | cement Concrete with 4cm gauge stone ballast coarse sand & cement in proportion of 1:4:8 In foundation and under floor including supply of all materials labour tools and plants etc required for proper completion of the work. |
| 22 | First class brick work(M-150 ) in 1:4 cement and coarse sand 2.20 F.M.mortar in super structure including necessary cutting and moulding of bricks as required and also honey comb brick work as per SI No.305(a) |
| 23 | 12 mm thick plaster with 1:4 cement and Coarse sand of 1.25 fineness modulous mortar in 1: over brick work minimum thickness not to be less than 1.00 cm including supply of all materials, labour, tools & plant etc. reuired for proper completion of the work SI No. 582 + 583(New Item) |
| 24 | R.C.C. work with cement approved coarse sand and 2 cm. Gauge approved stone grit in proportions of 1:1.5:3 in T. Beam, Slab Roof and R.C.C. Column excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I. Binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, tools & plants etc. required for proper completion of the work including cost of binding wire. The rate excludes making of drip course which shall be paid. Excluding GST. |
| 25 | M.S. ( tor steel or plain) in plain work such as R.C.C. of R.B. work including bending for proper shape as necessary including bending for proper completion of the work and including supply of all steel & Wastage, bend, hooks and authorised overlapping shall be measured (Analysis Attached) |
| 26 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submittingstrata chart/bore log, including hire & running charges of all equipments, tools, plants &machineries required for the job, all complete as per direction of Engineer –in-charge, upto 90 metre depth below ground level.All kinds of soil As per C.B. No.-57/PGM(E)/2025-26 dt. 16.07.2025 item no.-53 |
| 27 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer –in-charge. As per C.B. No.-57/PGM(E)/2025-26 dt. 16.07.2025 item no.-55 |
| 28 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-incharge.As per C.B. No.-57/PGM(E)/2025-26 dt. 16.07.2025 item no.-56 |
| 29 | Supplying, filling, spreading & levelling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-incharge. As per C.B. No.-57/PGM(E)/2025-26 dt. 16.07.2025 item no.-58 |
| 30 | Supplying, filling, spreading & levelling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer –in-charge. As per C.B. No.-57/PGM(E)/2025-26 dt. 16.07.2025 item no.-59 |
| 31 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. As per C.B. No.-57/PGM(E)/2025-26 dt. 16.07.2025 item no.-60 |
| 32 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: As per C.B. No.-57/PGM(E)/2025-26 dt. 16.07.2025 item no.-62 |
| 33 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. As per C.B. No.-57/PGM(E)/2025-26 dt. 16.07.2025 item no.-64 |
| 34 | Providing and fixing of FRP manhole cover with frame internal size-1000 mm dia and suitable for 40 tone load including fix to floor with cement concrete. As per C.B. No.-57/PGM(E)/2025-26 dt. 16.07.2025 item no.-66 |
| 35 | Ploughing the existing ground to a depth of 15 cm to 25 cm and watering the same.All kind of soilDSR-2020 Page No.103 item No.2.29 |
| 36 | Supplying and stacking at site dump manure from approved source,including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) :DSR-2020 Page No.83 item No.2.4.1 |
| 37 | Rough dressing the trenched ground including breaking clods.DSR-2020 Page No.83 Code No.2.5 |
| 38 | Fine dressing of the groundDSR-2020 Page No.83 Code No.2.7 |
| 39 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-chargeDSR-2020 Page No.83 item No.2.9 |
| 40 | Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately).DSR-2020 Page No.83 item No.2.8 |
| 41 | Preparation of beds for hedging and shrubbery by excavating 60 cm deepand trenching the excavated base to a further depth of 30 cm, refilling theexcavated earth after breaking clods and mixing with sludge or manure inthe ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20%:one part of stacked volume of sludge or manure after reduction by 8%),flooding with water, filling with earth if necessary, watering and finally finedressing, leveling etc. including stacking and disposal of materials declaredunserviceable and surplus earth by spreading and leveling as directed,within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure orextra earth to be paid for separately)DSR-2020 Page No.84 Code No.2.13 |
| 42 | 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 for separately)DSR-2020 Page No.84 Code No.2.14.3For trees( Holes 60 cm dia, and 60 cm deep ) |
| 43 | 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 for separately)DSR-2020 Page No.84 Code No.2.14.3For Shrubs( Holes 45 cm dia, and 45 cm deep ) Code-2.14.4 |
| 44 | Cassia fistula- Amaltash- Specimen Ht 120-135 cm in bigpoly bags of size 25 cm as per direction of the officer-in-charge. DSR-2020 Page No.41, Code no. 10271 |
| 45 | Delonix regia- (Gulmohar)of Ht- 150-165 cm. in big poly bags of size 25 cm as per direction officer - in- charge. DSR-2020 Page No.161 Item no. 7.24 |
| 46 | Calliandra, emarginata of height 45-60 cm. in earthen pot of size 20 cmDSR-2020 Page No.49 Code No.10350 |
| 47 | Providing and stacking of Tecoma gaudichaudi of height 45-60 cm. in earthen pots of size 20 cm as per direction of the officer-in-charge.DSR-2020 Page No.183 item No.8.67 |
| 48 | Providing and stacking of Tabernaemontana coronaria (chandni variegated) of height 45-60 cm. with 3-4 branches earthen pots of size 20 cm as per direction of the officer-in-charge.DSR-2020 Page No.182 item No.8.61 |
| 49 | Providing and stacking of Nerium oleander variegated of height 45-60 cm in earthen pots of size 20 cm as per direction of the officer-in-charge.DSR-2020 Page No.181 Item No. 8.52 |
| 50 | Providing and stacking of Clerodendrum inerme of ht. 20 cm to 30 cm multi branched in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge.DSR-2020 Page No.155 Item No. 6.7 |
| 51 | 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 & waterDSR-2020 Page No.101 Item No. 2.57Trees |
| 52 | 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 & waterDSR-2020 Page No.101 Item No. 2.57Shrubs |
| 53 | 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 & waterDSR-2020 Page No.101 Item No. 2.57Hedge |
| 54 | Supplying & Stacking of Selection No.1 doob grass turf at site fresh & freefrom weeds having proper roots in green including loading, unloading, carriage and all taxes paid etc.and as per direction of officer in chargeDSR-2020 Page No.91 Code No.2.35 |
| 55 | Grassing with selection No. 1 Doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately).In rows 5 cm apart in both directionsDSR-2020 Page No.83 Code No.2.10.1 |
| 56 | Complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, herbs, edge, flower beds, foliages, creepers etc. including hoeing, weeding, pruning, replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter, removal of garden waste, applying insecticide, pesticide & fertilizers (whenever required) top dressing of lawn with good earth and manure and maintenance of other garden related works as directed by office-in-charge (Cost of Good Earth, Manure, Fertilizer, Insecticide, Pesticide will be provided by the Department & lawn mover and brush cutter with fuel and other T & P material/articles shall be provided by the contractor.) and as per direction of officer in charge.Park 01 Mail for 2.00 Acre per month/per mail 9.13 Acre x 24 Month. 42233.88 Sqm x 24 month= 1013613.12 SqmDSR 2020 Page no.95 item no 2.40.5 |
| 57 | Tractor with Trolly 1. Above hire-charges (from item code 0002 to 0083) include cost ofservices of operating staff, cost of lubricating oil, diesel/Petrol/Kerosene oil, other consumables for running the plant and machinery but excluding GST.2. The hire charges of plant and machinery on per day basis are for single shift of eight working hours.DSR-2020 Page No.03 Code No.0039 |
| 58 | Supplying and stacking at site dump manure from approved source,including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) :DSR-2020 Page No.83 item No.2.4.1 |
| 59 | Providing and laying in position cement concrete of specified grade excluding the cost ofcentering and shuttering - All work up to plinth level :1:2:4 ( 1cement : 2 Coarse sand : 4 graded stone aggregate 20 mm nominal size ) |
| 60 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submittingstrata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer –in-charge, upto 90 metre depth below ground level.All types of soil 400 mm dia |
| 61 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed inIS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer –in-charge, beyond 90 metre & upto 150 metre depth below ground level. 400 mm dia |
| 62 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. |
| 63 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge.200 mm nominal size dia having minimum wall thickness 5.40 mm |
| 64 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge.200 mm nominal size dia |
| 65 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establishmaximum rate of usable water yield without sand content (beyond permissible limit), with |
| 66 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of:200 mm dia |
| 67 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. |
| 68 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly oftubewell as per IS:2800 (part I).200 mm dia |
| 69 | Providing, laying, testing & commissioning of 'B' class heavy duty G.I. pipe conforming to IS 1239 including welding, fittings like elbows, tees, flanges, tapers, nuts, bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required :80 mm dia. |
| 70 | Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating withbronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required :80 mm dia |
| 71 | Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating withbronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required :100 mm dia. |
| 72 | Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS:5312 complete with rubber gasket, GI bolts, nuts,washers etc.as required :80 mm dia |
| 73 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.25 mm nominal dia Pipes |
| 74 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.50 mm nominal dia Pipes |
| 75 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.80 mm nominal dia Pipes |
| 76 | Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 77 | Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 78 | Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in externalwork :25 mm diameter pipe |
| 79 | Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in externalwork :50 mm diameter pipe |
| 80 | Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in externalwork :80 mm diameter pipe |
| 81 | Supply, Lowering, installation & testing of submersible pumping set with suitable horse powermotor 4 stage pump suitable for 20-30 m3 hr. at 50-60 mtr. Head respectively. With Three Phase. |
| 82 | Providing & fixing cable 6 sq.mm. From submersible pump to panel board. |
| 83 | Providing & fixing Panel Board for submersible pump fitted with DOL starter ammeter, voltmeter single phase preventer standard/indo/cop make MCB of off switch push bottom duly wired andmade out of 16/18 SWG sheet. |
| 84 | Providing and fixing forged brass ball valve of brass body with hard chrome plated steel ballinside PTFE (Teflon) seat & ring with chrome plated centre handle with female BSP threads complete in all respects.25 mm nominal bore |
| 85 | Providing and fixing forged brass ball valve of brass body with hard chrome plated steel ballinside PTFE (Teflon) seat & ring with chrome plated centre handle with female BSP threads complete in all respects.50 mm nominal bore |
| 86 | Excavation of foundation in ordinary soil (Loam,clay or sand) including lift upto 1.5 M and lead upto 30 M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30M from the foundation trencehs. SI No. 251 A |
| 87 | Cement Concrete with 4cm gauge stone ballast coarse sand & cement in proportion of 1:4:8 In foundation and under floor including supply of all materials labour tools and plants etc required for proper completion of the work. |
| 88 | R.C.C. work with cement approved coarse sand and 2 cm. Gauge approved stone grit in proportions of 1:1.5:3 in T. Beam, Slab Roof and R.C.C. Column excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I. Binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, tools & plants etc. required for proper completion of the work including cost of binding wire. The rate excludes making of drip course which shall be paid. Excluding GST. |
| 89 | M.S. or iron work of small sizes and section such as holding down bolts , hold fast , tie rods grating etc. wrought to required from including supply of steel bolts , nuts wastage etc. and their fixing required for proper completion of work. |
| 90 | M.S. ( tor steel or plain) in plain work such as R.C.C. of R.B. work including bending for proper shape as necessary including bending for proper completion of the work and including supply of all steel & Wastage, bend, hooks and authorised overlapping shall be measured (Analysis Attached) |
| 91 | Supply and installation of TRICOLOR FLYING HIGH MAST POLE SIZE 30M. 30.5 mtr flagmast pole(s) HSN/SAC Code: 73089070, Product Code: KEFM30.5 30.5 Mtr Flag Mast pole (GI with PU painted), Top Dia: 150mm Bottam Dia: 540mm, Thickness:- 5-4-3mm,Base Plate-740*740*30mm, F Bolts:-12Nos(30x1000mm) template Including Accessories:-Head Frame,Pully,SS Wire Rope, Winch str, Belt with Pully , Motor-1 HP, aviation Liight Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 15, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 22, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysOct 22, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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