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Construction Of Toilet Block Stand Post Main Gate Repair Of Fountain And Water Body Repair Parking And Service Road In Town Park In Sector 34 Ue Ambala Cantt Construction Of 01 No Rain Water Harvesting Recharge Well Complete In All Respect And All Other W, ambala-Haryana

Haryana Urban Development Authority-HUDA has published Construction Of Toilet Block Stand Post Main Gate Repair Of Fountain And Water Body Repair Parking And Service Road In Town Park In Sector 34 Ue Ambala Cantt Construction Of 01 No Rain Water Harvesting Recharge Well Complete In All Respect And All Other W. Submission Date for this Tender is 28-06-2022. Toilet Bathroom Tenders in ambala Haryana. Bidders can get complete Tender details and download the document.




Tender Notice

32753833
Construction Of Toilet Block Stand Post Main Gate Repair Of Fountain And Water Body Repair Parking And Service Road In Town Park In Sector 34 Ue Ambala Cantt Construction Of 01 No Rain Water Harvesting Recharge Well Complete In All Respect And All Other W
Open Tender
Indian
Haryana
ambala
28-06-2022

Tender Details

Construction Of Toilet Block Stand Post Main Gate Repair Of Fountain And Water Body Repair Parking And Service Road In Town Park In Sector 34 Ue Ambala Cantt Construction Of 01 No Rain Water Harvesting Recharge Well Complete In All Respect And All Other Works Contingent Thereto Under Jal Shakti Abhiyan

Key Value

Document Fees
INR 250 /-
EMD
INR 8100.0 /-
Tender Value
INR 4 Lakhs /-

BOQ Items

Name of Work:- Construction of toilet block, stand post, main gate, repair of fountain and water body repair, parking and service road in Town Park in Sector-34, U/E, Ambala Cantt. “Construction of 01 No. rain water harvesting recharge well complete in all respect and all other works contingent thereto (Under Jal Shakti Abhiyan)
Sl. No. Item Description
11/4.14.1 )Earth work in excavation by mechanical means (Hydraulic excavator/manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including dressing of side and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. 1) All kinds of soil
22/33.12) Supplying, filling, spreading & leveling stone boulders of size range 5cm to 20cm, in recharge pit, in the required thickness, for all leads & lifts, all complete in all complete as per direction of Engineer-in-Charge
33/33.13) Supplying, filling, spreading & leveling gravels of size range 5cm to 10cm, in recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete in all complete as per direction of Engineer-in-Charge
44/33.14) Supplying, filling, spreading & leveling coarse sand of size range 1.5cm to 2cm, in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete in all complete as per direction of Engineer-in-Charge
55/6.1.6) Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work below plinth level and up to floor IV level. 6) 1:4:8 (1 Cement: 4 Coarse sand (zone-III): 8 Graded cum stone aggregate 40mm nominal size)
66/7.21.1) Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in. 1) Cement mortar 1:4 (1 Cement : 4 Coarse sand)
77/11.11.2) 12mm cement plaster finished with a floating coat of neat cement of mix. 2) 1:4 (1 Cement : 4 Fine sand)
88/6.1.1Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work below plinth level and up to floor IV level. 1) 1:1.5:3 (1 Cement: 1.5 Coarse sand (zone-III): 3 Graded cum stone aggregate 20mm nominal size)
99/21.93.2 Providing and fixing SFRC Manhole covers and frames marked with IS 12592 including setting the same to correct lines and levels in 1:3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respect to the satisfaction to the Engineer-in-Charge. 2) Type-Extra Heavy Duty set (EHD-20) 560mm clear opening.
1010/33.7.1.3 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 (with cavity) 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 meter & up to 150 m depth below ground level. 1.3) All type of soil-400mm dia
1111/33.8.3)Supplying, assembling, lowering and fixing in vertical position in bore well,unplasticised 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 depth, as per direction of Engineer-in-Charge. 3) 200mm nominal size dia
1212/33.9.3Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticised PVC medium well medium screen (RMS) pipe with ribs, conforming to IS 12818, including required hire and labour charges, fittings & accessories etc. all complete for all depth, as per direction of Engineer-in-Charge. 3) 200mm nominal size dia
1313/6.33.3Steel reinforcement for RCC work, where not included in the complete rate of RCC including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs stays, hangers, and annealed steel wire etc. complete in all respect below plinth level. 3) Cold twisted bars
1414/6.30.3) Centering and shuttering including strutting, propping etc. and removal of form for. 3) Suspended floors, roofs, landings, balconies.
1515/10.7 Providing and laying of conglomerate floor 50mm thick cement concrete topping 1:2:4.
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