Tender For Construction Of 10Nos. Recharge Structure At Various Locations Chandigarh Under The Sub-Mission Shallow Aquifer Management (Sam 2.0) Funded Under Amrut 2.0 Ministry Of Housing And Urban Affairs (Mohua). Approx. Amount : Rs. 28,45,682/- Ear
Tender Value
28.45 Lakhs
Estimated cost
Bid Submission
27 Oct 2026
3 days left
EMD
56914
Bank guarantee accepted
Document Fee
3000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Chandigarh → Chandigarh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of 10Nos. Recharge Structure At Various Locations Chandigarh Under The Sub-Mission Shallow Aquifer Management (Sam 2.0) Funded Under Amrut 2.0 Ministry Of Housing And Urban Affairs (Mohua). Approx. Amount : Rs. 28,45,682/- Earnest Money : Rs. 56,914/- Time Limit : 03 Months.
BOQ
| Sl. No. | Item Description |
| 1 | Fire Station Sector-17, Chandigarh (CH-01)Recharge shaft with settling pond and 70m deep bore, graded filter media (rooftop runoff harvesting ) |
| 2 | Site cleaning ,layout setting –out and barricading (NSI) |
| 3 | Earth 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. All kinds of soil. (DSR No.2.8.1) |
| 4 | 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 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. All types of soil 300 mm dia (DSR No.23.2.1.1) |
| 5 | 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. 150 mm nominal size dia (DSR No.23.3.2) |
| 6 | 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. 100 mm nominal size dia having minimum wall thickness 5.00 mm (DSR No 23.10.1) |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) ( DSR 4.1.4) |
| 8 | 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) (DSR no. 6.1.1) |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) ( DSR 4.1.4) |
| 10 | 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) (DSR no. 6.1.1) |
| 11 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) (DSR No.13.4.1) |
| 12 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) (DSR No.13.4.1) |
| 13 | Supplying, filling, spreading & leveling 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-in charge.(DSR NO. 23.5) |
| 14 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge .(DSR NO. 23.6) |
| 15 | Charcoal filter layer 200mm in recharge chamber (NSI) |
| 16 | Supplying, filling, spreading & leveling 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. (DSR No.23.7) |
| 17 | Homogeneous coarse-sand bed in setting pond (filter-media design) (NSI) |
| 18 | Providing and fixing of UPVC blind pipe 100 mm dia as per IS: 12818 for inlet connection with gate valves, fitting and connection etc. complete in all respects. (NSI) |
| 19 | Providing and fixing of MS/ PVC cap for bore well pipes etc. complete in all respects. (NSI) |
| 20 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete for MS steel mesh cover with frame over chamber).(DSR No.10.2) |
| 21 | Supplying, filling, spreading & leveling 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-in charge.(DSR NO. 23.5) |
| 22 | Providing & fixing of 100mm high mud bound with vegetation/ turfing around the structure etc. complete in all respects. (NSI) |
| 23 | Steel work in built up section/Framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required in gratings, frames, guard bar, ladder, railing, brackets, gates and similar work (DSR 10.25.2) |
| 24 | 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: 100 mm dia (DSR No.23.13.1) |
| 25 | Providing and fixing of First –flush diverter complete in all respect. (NSI) |
| 26 | Carriage of materials by mechanical transport including loading ,unloading and stacking of Earth upto 2km ( DSR No.1.1.2) |
| 27 | Operation & Maintenance including cost of Desilting twice/year, filter-media top-up , minor repairs etc. as per satisfaction of EIC complete in all respects for 2years |
| 28 | Water works , Sector-12, Chd. (CH-02)Settling chamber with recharge well and 88 m deep bore, gravity fed rooftop inlet (rooftop runoff harvesting ) |
| 29 | Site cleaning ,layout setting –out and barricading (NSI) |
| 30 | Earth 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. All kinds of soil. (DSR No.2.8.1) |
| 31 | 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 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, upto 90 metre depth below ground level. Rocky strata including Boulders 350 mm dia (DSR No.23.1.2) |
| 32 | 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. 250 mm nominal size dia (DSR No.23.3.3) |
| 33 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) ( DSR 4.1.4) |
| 34 | 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) (DSR no. 6.1.1) |
| 35 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) (DSR item No. 5.1.2) |
| 36 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) (DSR No.13.4.1) |
| 37 | Supplying, filling, spreading & leveling 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-in charge.(DSR NO. 23.5) |
| 38 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge .(DSR NO. 23.6) |
| 39 | Charcoal filter layer 200mm in recharge chamber (NSI) |
| 40 | Supplying, filling, spreading & leveling 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. (DSR No.23.7) |
| 41 | Providing and fixing of UPVC blind pipe 250 mm dia with gate valves, fitting and connection etc. complete in all respects. (NSI) |
| 42 | Providing and fixing of MS/ PVC cap for bore well pipes etc. complete in all respects. (NSI) |
| 43 | Providing and fixing of Grating of min. size with 16 mm bars and frame 20 mm clear spacing fixed at the mouth of the pipe etc. complete in all respects. (NSI) |
| 44 | Providing and fixing of First –flush diverter complete in all respect. (NSI) |
| 45 | Steel Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars (DSR No.5.22.1) |
| 46 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR No.5.3) |
| 47 | Steel Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars (DSR No.5.22.1) |
| 48 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR No.5.3) |
| 49 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality H D – 20 Circular shape 560 mm internal diameter (DSR No.19.19.3.1) |
| 50 | Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : (DSR No.19.15) |
| 51 | Supplying, filling, spreading & leveling 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-in charge.(DSR NO. 23.5) |
| 52 | Providing & fixing of 100mm high mud bound with vegetation/ turfing around the structure etc. complete in all respects. (NSI) |
| 53 | Steel work in built up section/Framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required in gratings, frames, guard bar, ladder, railing, brackets, gates and similar work (DSR 10.25.2) |
| 54 | Providing and fixing of MS direction/ sign board complete in all respects as per satisfication of EIC. (NSI) |
| 55 | Carriage of materials by mechanical transport including loading ,unloading and stacking of Earth upto 2km ( DSR No.1.1.2) |
| 56 | Operation & Maintenance including cost of Desilting twice/year, filter-media top-up , minor repairs etc. as per satisfaction of EIC complete in all respects for 2years |
| 57 | Water works Colony, Sector-26, Chd. (CH-03)Recharge shaft (20 m deep) with settling pond and brick linked recharge well (surface & rooftop runoff harvesting ) |
| 58 | Site cleaning ,layout setting –out and barricading (NSI) |
| 59 | Earth 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. All kinds of soil. (DSR No.2.8.1) |
| 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 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, upto 90 metre depth below ground level. Rocky strata including Boulders 300 mm dia (DSR No.23.1.1) |
| 61 | 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. 150 mm nominal size dia (DSR No.23.3.2) |
| 62 | 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. 100 mm nominal size dia having minimum wall thickness 5.00 mm (DSR No 23.10.1) |
| 63 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) ( DSR 4.1.4) |
| 64 | 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) (DSR no. 6.1.1) |
| 65 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) ( DSR 4.1.4) |
| 66 | 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) (DSR no. 6.1.1) |
| 67 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) (DSR No.13.4.1) |
| 68 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) (DSR No.13.4.1) |
| 69 | Supplying, filling, spreading & leveling 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-in charge.(DSR NO. 23.5) |
| 70 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge .(DSR NO. 23.6) |
| 71 | Charcoal filter layer 200mm in recharge chamber (NSI) |
| 72 | Supplying, filling, spreading & leveling 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. (DSR No.23.7) |
| 73 | Homogeneous coarse-sand bed in setting pond (filter-media design) (NSI) |
| 74 | Providing and fixing of UPVC blind pipe 100 mm dia as per IS: 12818 for inlet connection with gate valves, fitting and connection etc. complete in all respects. (NSI) |
| 75 | Providing and fixing of MS/ PVC cap for bore well pipes etc. complete in all respects. (NSI) |
| 76 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete for MS steel mesh cover with frame over chamber).(DSR No.10.2) |
| 77 | Supplying, filling, spreading & leveling 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-in charge.(DSR NO. 23.5) |
| 78 | Providing & fixing of 100mm high mud bound with vegetation/ turfing around the structure etc. complete in all respects. (NSI) |
| 79 | Steel work in built up section/Framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required in gratings, frames, guard bar, ladder, railing, brackets, gates and similar work (DSR 10.25.2) |
| 80 | Providing and fixing of Grating of min. size with 16mm bars and frame 20mm clear spacing fixed at the mouth of the pipe etc. complete in all respects. (NSI) |
| 81 | Providing and fixing of First –flush diverter complete in all respect. (NSI) |
| 82 | Carriage of materials by mechanical transport including loading ,unloading and stacking of Earth upto 2km ( DSR No.1.1.2) |
| 83 | Operation & Maintenance including cost of Desilting twice/year, filter-media top-up , minor repairs etc. as per satisfaction of EIC complete in all respects for 2years |
| 84 | Shivalik Garden, Chd. (CH-04)Recharge shaft (20 m deep) with settling pond and brick linked recharge well (surface & rooftop runoff harvesting ) |
| 85 | Site cleaning ,layout setting –out and barricading (NSI) |
| 86 | Earth 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. All kinds of soil. (DSR No.2.8.1) |
| 87 | 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 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, upto 90 metre depth below ground level. Rocky strata including Boulders 300 mm dia (DSR No.23.1.1) |
| 88 | 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. 150 mm nominal size dia (DSR No.23.3.2) |
| 89 | 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. 100 mm nominal size dia having minimum wall thickness 5.00 mm (DSR No 23.10.1) |
| 90 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) ( DSR 4.1.4) |
| 91 | 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) (DSR no. 6.1.1) |
| 92 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) ( DSR 4.1.4) |
| 93 | 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) (DSR no. 6.1.1) |
| 94 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) (DSR No.13.4.1) |
| 95 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) (DSR No.13.4.1) |
| 96 | Supplying, filling, spreading & leveling 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-in charge.(DSR NO. 23.5) |
| 97 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge .(DSR NO. 23.6) |
| 98 | Charcoal filter layer 200mm in recharge chamber (NSI) |
| 99 | Supplying, filling, spreading & leveling 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. (DSR No.23.7) |
| 100 | Homogeneous coarse-sand bed in setting pond (filter-media design) (NSI) |
| 101 | Providing and fixing of UPVC blind pipe 100 mm dia as per IS: 12818 for inlet connection with gate valves, fitting and connection etc. complete in all respects. (NSI) |
| 102 | Providing and fixing of MS/ PVC cap for bore well pipes etc. complete in all respects. (NSI) |
| 103 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete for MS steel mesh cover with frame over chamber).(DSR No.10.2) |
| 104 | Supplying, filling, spreading & leveling 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-in charge.(DSR NO. 23.5) |
| 105 | Providing & fixing of 100mm high mud bound with vegetation/ turfing around the structure etc. complete in all respects. (NSI) |
| 106 | Steel work in built up section/Framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required in gratings, frames, guard bar, ladder, railing, brackets, gates and similar work (DSR 10.25.2) |
| 107 | Providing and fixing of Grating of min. size with 16mm bars and frame 20mm clear spacing fixed at the mouth of the pipe etc. complete in all respects. (NSI) |
| 108 | Providing and fixing of First –flush diverter complete in all respect. (NSI) |
| 109 | Carriage of materials by mechanical transport including loading ,unloading and stacking of Earth upto 2km ( DSR No.1.1.2) |
| 110 | Operation & Maintenance including cost of Desilting twice/year, filter-media top-up , minor repairs etc. as per satisfaction of EIC complete in all respects for 2years |
| 111 | Maintenance booth , Sector-4, Chd. (CH-05)Recharge shaft (20m deep) with settling pond and brick –lined recharge well ( Surface & rooftop runoff harvesting ) |
| 112 | Site cleaning ,layout setting –out and barricading (NSI) |
| 113 | Earth 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. All kinds of soil. (DSR No.2.8.1) |
| 114 | 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 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, upto 90 metre depth below ground level. Rocky strata including Boulders 300 mm dia (DSR No.23.1.1) |
| 115 | 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. 150 mm nominal size dia (DSR No.23.3.2) |
| 116 | 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. 100 mm nominal size dia having minimum wall thickness 5.00 mm (DSR No 23.10.1) |
| 117 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) ( DSR 4.1.4) |
| 118 | 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) (DSR no. 6.1.1) |
| 119 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) ( DSR 4.1.4) |
| 120 | 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) (DSR no. 6.1.1) |
| 121 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) (DSR No.13.4.1) |
| 122 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) (DSR No.13.4.1) |
| 123 | Supplying, filling, spreading & leveling 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-in charge.(DSR NO. 23.5) |
| 124 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge .(DSR NO. 23.6) |
| 125 | Charcoal filter layer 200mm in recharge chamber (NSI) |
| 126 | Supplying, filling, spreading & leveling 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. (DSR No.23.7) |
| 127 | Homogeneous coarse-sand bed in setting pond (filter-media design) (NSI) |
| 128 | Providing and fixing of UPVC blind pipe 100 mm dia as per IS: 12818 for inlet connection with gate valves, fitting and connection etc. complete in all respects. (NSI) |
| 129 | Providing and fixing of MS/ PVC cap for bore well pipes etc. complete in all respects. (NSI) |
| 130 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete for MS steel mesh cover with frame over chamber).(DSR No.10.2) |
| 131 | Supplying, filling, spreading & leveling 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-in charge.(DSR NO. 23.5) |
| 132 | Providing & fixing of 100mm high mud bound with vegetation/ turfing around the structure etc. complete in all respects. (NSI) |
| 133 | Steel work in built up section/Framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required in gratings, frames, guard bar, ladder, railing, brackets, gates and similar work (DSR 10.25.2) |
| 134 | Providing and fixing of Grating of min. size with 16mm bars and frame 20mm clear spacing fixed at the mouth of the pipe etc. complete in all respects. (NSI) |
| 135 | Providing and fixing of First –flush diverter complete in all respect. (NSI) |
| 136 | Carriage of materials by mechanical transport including loading ,unloading and stacking of Earth upto 2km ( DSR No.1.1.2) |
| 137 | Operation & Maintenance including cost of Desilting twice/year, filter-media top-up , minor repairs etc. as per satisfaction of EIC complete in all respects for 2years |
| 138 | Fire Station , Sector-11B, Chd. (CH-06)Rooftop Recharge well with silt chamber and 20m deep bore, first –flush diverter ( rooftop runoff harvesting ) |
| 139 | Site cleaning ,layout setting –out and barricading (NSI) |
| 140 | Earth 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. All kinds of soil. (DSR No.2.8.1) |
| 141 | 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 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, upto 90 metre depth below ground level. Rocky strata including Boulders 350 mm dia (DSR No.23.1.2) |
| 142 | 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. 250 mm nominal size dia (DSR No.23.3.3) |
| 143 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) ( DSR 4.1.4) |
| 144 | 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) (DSR no. 6.1.1) |
| 145 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) (DSR item No. 5.1.2) |
| 146 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) (DSR No.13.4.1) |
| 147 | Supplying, filling, spreading & leveling 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-in charge.(DSR NO. 23.5) |
| 148 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge .(DSR NO. 23.6) |
| 149 | Charcoal filter layer 200mm in recharge chamber (NSI) |
| 150 | Supplying, filling, spreading & leveling 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. (DSR No.23.7) |
| 151 | Providing and fixing of UPVC blind pipe 250 mm dia as per IS: 12818 for inlet connection with gate valves, fitting and connection etc. complete in all respects. (NSI) |
| 152 | Providing and fixing of MS/ PVC cap for bore well pipes etc. complete in all respects. (NSI) |
| 153 | Providing and fixing of Grating of min. size with 16mm bars and frame 20mm clear spacing fixed at the mouth of the pipe etc. complete in all respects. (NSI) |
| 154 | Providing and fixing of First –flush diverter complete in all respect. (NSI) |
| 155 | Steel Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars (DSR No.5.22.1) |
| 156 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR No.5.3) |
| 157 | Steel Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars (DSR No.5.22.1) |
| 158 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR No.5.3) |
| 159 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality H D – 20 Circular shape 560 mm internal diameter (DSR No.19.19.3.1) |
| 160 | Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : (DSR No.19.15) |
| 161 | Supplying, filling, spreading & leveling 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-in charge.(DSR NO. 23.5) |
| 162 | Providing & fixing of 100mm high mud bound with vegetation/ turfing around the structure etc. complete in all respects. (NSI) |
| 163 | Steel work in built up section/Framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required in gratings, frames, guard bar, ladder, railing, brackets, gates and similar work (DSR 10.25.2) |
| 164 | Providing and fixing of MS direction/ sign board complete in all respects as per satisfication of EIC. (NSI) |
| 165 | Carriage of materials by mechanical transport including loading ,unloading and stacking of Earth upto 2km ( DSR No.1.1.2) |
| 166 | Operation & Maintenance including cost of Desilting twice/year, filter-media top-up , minor repairs etc. as per satisfaction of EIC complete in all respects for 2years |
| 167 | water works , Sector 32, Chd. (CH-07)Recharge shaft with 32m injection bore well and graded filter media ( rooftop runoff harvesting ) |
| 168 | Site cleaning ,layout setting –out and barricading (NSI) |
| 169 | Earth 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. All kinds of soil. (DSR No.2.8.1) |
| 170 | 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 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, upto 90 metre depth below ground level. Rocky strata including Boulders 350 mm dia (DSR No.23.1.2) |
| 171 | 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. 250 mm nominal size dia (DSR No.23.3.3) |
| 172 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) ( DSR 4.1.4) |
| 173 | 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) (DSR no. 6.1.1) |
| 174 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) (DSR item No. 5.1.2) |
| 175 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) (DSR No.13.4.1) |
| 176 | Supplying, filling, spreading & leveling 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-in charge.(DSR NO. 23.5) |
| 177 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge .(DSR NO. 23.6) |
| 178 | Charcoal filter layer 200mm in recharge chamber (NSI) |
| 179 | Supplying, filling, spreading & leveling 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. (DSR No.23.7) |
| 180 | Providing and fixing of UPVC blind pipe 250 mm dia for inlet connection with gate valves, fitting and connection etc. complete in all respects. (NSI) |
| 181 | Providing and fixing of MS/ PVC cap for bore well pipes etc. complete in all respects. (NSI) |
| 182 | Providing and fixing of Grating of min. size with 16 mm bars and frame 20 mm clear spacing fixed at the mouth of the pipe etc. complete in all respects. (NSI) |
| 183 | Providing and fixing of First –flush diverter complete in all respect. (NSI) |
| 184 | Steel Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars (DSR No.5.22.1) |
| 185 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR No.5.3) |
| 186 | Steel Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars (DSR No.5.22.1) |
| 187 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR No.5.3) |
| 188 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality H D – 20 Circular shape 560 mm internal diameter (DSR No.19.19.3.1) |
| 189 | Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : (DSR No.19.15) |
| 190 | Supplying, filling, spreading & leveling 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-in charge.(DSR NO. 23.5) |
| 191 | Providing & fixing of 100mm high mud bound with vegetation/ turfing around the structure etc. complete in all respects. (NSI) |
| 192 | Steel work in built up section/Framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required in gratings, frames, guard bar, ladder, railing, brackets, gates and similar work (DSR 10.25.2) |
| 193 | Providing and fixing of MS direction/ sign board complete in all respects as per satisfication of EIC. (NSI) |
| 194 | Carriage of materials by mechanical transport including loading ,unloading and stacking of Earth upto 2km ( DSR No.1.1.2) |
| 195 | Operation & Maintenance including cost of Desilting twice/year, filter-media top-up , minor repairs etc. as per satisfaction of EIC complete in all respects for 2years |
| 196 | water works , Sector 26, Chd. (CH-08)Recharge shaft with silt chamber and 19m bore-injection wall, dia 1500mm ( rooftop runoff harvesting ) |
| 197 | Site cleaning ,layout setting –out and barricading (NSI) |
| 198 | Earth 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. All kinds of soil. (DSR No.2.8.1) |
| 199 | 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 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, upto 90 metre depth below ground level. Rocky strata including Boulders 350 mm dia (DSR No.23.1.2) |
| 200 | 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. 250 mm nominal size dia (DSR No.23.3.3) |
| 201 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) ( DSR 4.1.4) |
| 202 | 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) (DSR no. 6.1.1) |
| 203 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) DSR item No. 5.1.2 |
| 204 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) (DSR No.13.4.1) |
| 205 | Supplying, filling, spreading & leveling 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-in charge.(DSR NO. 23.5) |
| 206 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge .(DSR NO. 23.6) |
| 207 | Charcoal filter layer 200mm in recharge chamber (NSI) |
| 208 | Supplying, filling, spreading & leveling 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. (DSR No.23.7) |
| 209 | Providing and fixing of UPVC blind pipe 250 mm dia for inlet connection with gate valves, fitting and connection etc. complete in all respects. (NSI) |
| 210 | Providing and fixing of MS/ PVC cap for bore well pipes etc. complete in all respects. (NSI) |
| 211 | Providing and fixing of Grating of min. size with 16 mm bars and frame 20 mm clear spacing fixed at the mouth of the pipe etc. complete in all respects. (NSI) |
| 212 | Providing and fixing of First –flush diverter complete in all respect. (NSI) |
| 213 | Steel Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars (DSR No.5.22.1) |
| 214 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR No.5.3) |
| 215 | Steel Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars (DSR No.5.22.1) |
| 216 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR No.5.3) |
| 217 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality H D – 20 Circular shape 560 mm internal diameter (DSR No.19.19.3.1) |
| 218 | Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : (DSR No.19.15) |
| 219 | Supplying, filling, spreading & leveling 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-in charge.(DSR NO. 23.5) |
| 220 | Providing & fixing of 100mm high mud bound with vegetation/ turfing around the structure etc. complete in all respects. (NSI) |
| 221 | Steel work in built up section/Framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required in gratings, frames, guard bar, ladder, railing, brackets, gates and similar work (DSR 10.25.2) |
| 222 | Providing and fixing of MS direction/ sign board complete in all respects as per satisfication of EIC. (NSI) |
| 223 | Carriage of materials by mechanical transport including loading ,unloading and stacking of Earth upto 2km ( DSR No.1.1.2) |
| 224 | Operation & Maintenance including cost of Desilting twice/year, filter-media top-up , minor repairs etc. as per satisfaction of EIC complete in all respects for 2years |
| 225 | Fire Station , Manimajra, Chd. (CH-09) Recharge shaft cum recharge well with silt chamber and 20m deep bore ( rooftop runoff harvesting ) |
| 226 | Site cleaning ,layout setting –out and barricading (NSI) |
| 227 | Earth 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. All kinds of soil. (DSR No.2.8.1) |
| 228 | 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 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, upto 90 metre depth below ground level. Rocky strata including Boulders 350 mm dia (DSR No.23.1.2) |
| 229 | 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. 250 mm nominal size dia (DSR No.23.3.3) |
| 230 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) ( DSR 4.1.4) |
| 231 | 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) (DSR no. 6.1.1) |
| 232 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) (DSR item No. 5.1.2) |
| 233 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) (DSR No.13.4.1) |
| 234 | Supplying, filling, spreading & leveling 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-in charge.(DSR NO. 23.5) |
| 235 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge .(DSR NO. 23.6) |
| 236 | Charcoal filter layer 200mm in recharge chamber (NSI) |
| 237 | Supplying, filling, spreading & leveling 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. (DSR No.23.7) |
| 238 | Providing and fixing of UPVC blind pipe 250 mm dia for inlet connection with gate valves, fitting and connection etc. complete in all respects. (NSI) |
| 239 | Providing and fixing of MS/ PVC cap for bore well pipes etc. complete in all respects. (NSI) |
| 240 | Providing and fixing of Grating of min. size with 16 mm bars and frame 20 mm clear spacing fixed at the mouth of the pipe etc. complete in all respects. (NSI) |
| 241 | Providing and fixing of First –flush diverter complete in all respect. (NSI) |
| 242 | Steel Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars (DSR No.5.22.1) |
| 243 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR No.5.3) |
| 244 | Steel Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars (DSR No.5.22.1) |
| 245 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR No.5.3) |
| 246 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality H D – 20 Circular shape 560 mm internal diameter (DSR No.19.19.3.1) |
| 247 | Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : (DSR No.19.15) |
| 248 | Supplying, filling, spreading & leveling 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-in charge.(DSR NO. 23.5) |
| 249 | Providing & fixing of 100mm high mud bound with vegetation/ turfing around the structure etc. complete in all respects. (NSI) |
| 250 | Steel work in built up section/Framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required in gratings, frames, guard bar, ladder, railing, brackets, gates and similar work (DSR 10.25.2) |
| 251 | Providing and fixing of MS direction/ sign board complete in all respects as per satisfication of EIC. (NSI) |
| 252 | Carriage of materials by mechanical transport including loading ,unloading and stacking of Earth upto 2km ( DSR No.1.1.2) |
| 253 | Operation & Maintenance including cost of Desilting twice/year, filter-media top-up , minor repairs etc. as per satisfaction of EIC complete in all respects for 2years |
| 254 | Water works-II , Manimajra, Chd. (CH-10)Rooftop rain water harvesting silt/ filtration chamber with Recharge well and 8m deep bore (rooftop runoff harvesting ) |
| 255 | Site cleaning ,layout setting –out and barricading (NSI) |
| 256 | Earth 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. All kinds of soil. (DSR No.2.8.1) |
| 257 | 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 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, upto 90 metre depth below ground level. Rocky strata including Boulders 350 mm dia (DSR No.23.1.2) |
| 258 | 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. 250 mm nominal size dia (DSR No.23.3.3) |
| 259 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) ( DSR 4.1.4) |
| 260 | 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) (DSR no. 6.1.1) |
| 261 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) (DSR item No. 5.1.2) |
| 262 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) (DSR No.13.4.1) |
| 263 | Supplying, filling, spreading & leveling 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-in charge.(DSR NO. 23.5) |
| 264 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge .(DSR NO. 23.6) |
| 265 | Charcoal filter layer 200mm in recharge chamber (NSI) |
| 266 | Supplying, filling, spreading & leveling 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. (DSR No.23.7) |
| 267 | Providing and fixing of UPVC blind pipe 250 mm dia for inlet connection with gate valves, fitting and connection etc. complete in all respects. (NSI) |
| 268 | Providing and fixing of MS/ PVC cap for bore well pipes etc. complete in all respects. (NSI) |
| 269 | Providing and fixing of Grating of min. size with 16 mm bars and frame 20 mm clear spacing fixed at the mouth of the pipe etc. complete in all respects. (NSI) |
| 270 | Providing and fixing of First –flush diverter complete in all respect. (NSI) |
| 271 | Steel Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars (DSR No.5.22.1) |
| 272 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR No.5.3) |
| 273 | Steel Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars (DSR No.5.22.1) |
| 274 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR No.5.3) |
| 275 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality H D – 20 Circular shape 560 mm internal diameter (DSR No.19.19.3.1) |
| 276 | Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : (DSR No.19.15) |
| 277 | Supplying, filling, spreading & leveling 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-in charge.(DSR NO. 23.5) |
| 278 | Providing & fixing of 100mm high mud bound with vegetation/ turfing around the structure etc. complete in all respects. (NSI) |
| 279 | Steel work in built up section/Framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required in gratings, frames, guard bar, ladder, railing, brackets, gates and similar work (DSR 10.25.2) |
| 280 | Providing and fixing of MS direction/ sign board complete in all respects as per satisfication of EIC. (NSI) |
| 281 | Carriage of materials by mechanical transport including loading ,unloading and stacking of Earth upto 2km ( DSR No.1.1.2) |
| 282 | Operation & Maintenance including cost of Desilting twice/year, filter-media top-up , minor repairs etc. as per satisfaction of EIC complete in all respects for 2years |
| 283 | IEC material (information, educations & communication – boards, brochures, awareness) etc. complete in all respects as per direction and satisfaction of Engineer in charge Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 20, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 27, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysOct 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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