Tender For Water Supply Scheme At Hmawngchuan Of Paschim Hmunpui Vc Of Jampui Hill Block In North Tripura District Under Jjm 2022-23/Const. Of 30000 Gallon/Day Capacity Surface Water Supply Scheme Based On Local Stream At Hmawngchuan Including All Al
Tender Value
84.69 Lakhs
Estimated cost
Bid Submission
27 Jan 2023
0 days left
EMD
1.69 Lakhs
Bank guarantee accepted
Document Fee
4000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
kanchanpur → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Water Supply Scheme At Hmawngchuan Of Paschim Hmunpui Vc Of Jampui Hill Block In North Tripura District Under Jjm 2022-23/Const. Of 30000 Gallon/Day Capacity Surface Water Supply Scheme Based On Local Stream At Hmawngchuan Including All Allied Works Const. Of Earthen Motorable Road, Const. Of 2 Nos Weir, Const. Of Raw Water Collection Reservoir (30,000 Gallon), Const. Of Sedimentation Tank (30,000 Gallon), Const. Of Protection Works Etc./ Gr-I
BOQ
| Sl. No. | Item Description |
| 1 | A)Sub Head :Upgradation of existingearthen pedestral road to earthen motorable road (from main road to water project site) |
| 2 | 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 disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.All kinds of soil |
| 3 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 4 | B)Sub Head :Construction of 2(two) Nos Weir |
| 5 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 6 | 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 disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.All kinds of soil |
| 7 | 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 |
| 8 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.All kinds of soil |
| 9 | Supplying and filling in plinth, under floor, foundations etc. With sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete. |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering –All work upto plinth level:i) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 40 mm nominal size) |
| 11 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work upto plinth level:1:1:2 ( 1 Cement: 1 fine sand : 32graded stone aggregate 20 mm nominal size) |
| 12 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement-a) In walls (any thickness), including attached pilasters, buttresses, piers, abutments etc.1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 13 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement- RCC work in suspended floors, roofs having slope upto 15° landings, balconies, shelves and chajjas. 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 14 | Centering shuttering including struttings, propping etc. and removal of form work for: |
| 15 | i) Foundations, footings, bases for columns etc. for mass concrete with timber plank |
| 16 | ii) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply |
| 17 | iii) Suspended floors, roofs, landings, balconies and access platform with timber planks |
| 18 | iv) Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank |
| 19 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete uptoplinth level.Thermo-Mechanically Treated bars of grade Fe-500 D or more |
| 20 | 12 mm cement plaster ofmix:In cement mortar 1 : 4 (1 cement : 4 Fine Sand) |
| 21 | Neat cement punning. |
| 22 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer\"s specification |
| 23 | Providing and fixing G.I pipe medium class as per IS:1239 with latest amendment complete with G.I fittings including trenching and refilling cutting and making good the walls etc. complete as per chapter 20 of CPWD specification and direction of the Engineer-in-charge.A. External worksi) 50 mm dia nominal bore |
| 24 | Providing and placing filter gravel having effective size of 3.00 mm to 25 mm and uniformity co-efficient of not more than 1.70 and or less than 1.30 obtained from Barakar river, west bengal as per specification and the direction of engineer-in-charge. |
| 25 | C)Sub Head : Ground Level Raw water Collection Reservoir(30,000 Gallon capacity) in/c Pump house |
| 26 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 27 | 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 disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.All kinds of soil |
| 28 | 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 |
| 29 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.All kinds of soil |
| 30 | Supplying and filling in plinth, under floor, foundations etc. With sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete. |
| 31 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering –All work upto plinth level:i) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 40 mm nominal size) |
| 32 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work upto plinth level:1:1:2 ( 1 Cement: 1 fine sand : 32graded stone aggregate 20 mm nominal size) |
| 33 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement-1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 34 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 35 | Centering shuttering including struttings, propping etc. and removal of form work for: |
| 36 | i) Foundations, footings, bases for columns etc. for mass concrete with timber plank |
| 37 | ii) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply |
| 38 | iii) Suspended floors, roofs, landings, balconies and access platform with timber planks |
| 39 | iv) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank |
| 40 | v) Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank |
| 41 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete uptoplinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 42 | First class brick work in foundation and plinth including cost of all materials as required complete:-In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 43 | Half brick works with First class bricks in super structureupto floor fivelevel including cost of all materials as required complete:-In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 44 | 12 mm cement plaster ofmix:In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 45 | Neat cement punning. |
| 46 | White washing with lime to give an even shade. i) Two or more coat |
| 47 | Finishing walls with textured exterior paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] :New work ( two or more coats applied @ 3.28 litre/10 sqm) over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm |
| 48 | Providing and fixing hand rail using structural steel etc. of approved size by welding etc. to steel ladder railing, balcony railing and staircase railing etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete as required:-i) G.I.pipes. |
| 49 | Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. complete as required:i) In grating, frames, guard bar, railing, brackets, gates and similar works, all complete |
| 50 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer\"s specification |
| 51 | Providing and fixing CIsluice valveClass 1 with cap complete with bolts, nuts, rubber insertions etc (the tail piece if required will be paid separately) as per chapter 20 of CPWD specification and direction of engineer in chargei)150 mm dia. A) PN : 1.6 |
| 52 | Providing and fixing G.I pipe medium class as per IS:1239 with latest amendment complete with G.I fittings including trenching and refilling cutting and making good the walls etc. complete as per chapter 20 of CPWD specification and direction of the Engineer-in-charge.A. External worksi) 150 mm dia nominal bore |
| 53 | Providing and placing of G.I. pipe over the pump house on top portion of the R.C.C. column as per specification and the direction of the Engineer-in-charge.i) 150 mm dia |
| 54 | Providing and fixing C.I. non-return valveofapproved quality as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.i)150 mm nominal bore |
| 55 | Providing and fitting fixing steel sheet enclosed switch fuse unit(suitable for DIN fuses), triple pole with Neutral Link (TPN),415/500 Volt, L & T / Havells / BCH make etc. completeas per specification and direction of the Engineer-in-charge.i) 100 amps |
| 56 | Providing and fitting fixing of Fully Automatic Star Delta type Motor starter ( 3 ph. 50 Hz, 415V, in Steel Sheet Enclosures with Contractors and Timer etc. complete suitable for submersible Pump L & T, BCH, ABB make as per specification and direction of the Engineer-in-charge.i) 35 HP/26 kw Relay range within 20-32 + 10% |
| 57 | Providing and fitting fixing of 6 feet x 4 feet x 1 inch (thickness) Gamair wood / plywood pannel board for fitting fixing of electrical items, in/c 2 nos MS angle post ( size 2 inch x 2 inchx 9 feet ), nuts & bolts etc. for irrection of the same by1:1.5:3 cement concrete casting ( 1 feet x 1 feet x 2 feet) below the ground level and paintingtwo ormore coats & plastic paint as per specification and direction of the Engineer-in-charge. |
| 58 | Providing and fitting fixing with PVC insulated single core multistrand Copper cableconforming to IS : 694 for inter connection with all electrical equipments of the pannel board as per specification and direction of the Engineer-in-charge.i)16 sqmm |
| 59 | Providing and fitting fixing of moving iron type, Range 0-500 V, 96 mm x 96 mm size AC Volt meter ( L & T / AE make) with selector switch as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge. |
| 60 | Providing and fitting fixing of moving iron type, Range 0-100/0-200 amps, 96 mm x 96 mm size AC Amps meter direct reading type ( L & T / AE make) with selector switch and CT coil as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge. |
| 61 | Providing and fitting fixing with PVC insulated 3 coreflat Copper cable conforming to relevant IS code for submerssible motor with all necessary equipments and fittings as required as per specification and direction of the Engineer-in-charge.i)6.0 sqmm |
| 62 | Providing earthing with perforated 40 mm dia G.I. pipe (Medium class) ( 12 mm dia perforation ) ,laying of 4 mm dia GI wire from earth electrode to panel,including excavating hole of 600 mm dia and refilling with Salt and Charcoal / coke in alternate layers of 300 mm , as per standard specification and direction of the Engineer-in-charge.i) for 3-phase connection with 4.00 mtr. Long G.I. Pipe |
| 63 | Providing & installation and commissioning of 5000 GPH capacity 210.0mtr head water lubricated submerssible pump with 3 Ph , 415 V AC 30.00 HP motorwith star delta connection upto the depth of 10 ftby50 mm dia GI column pipe ( conforming to IS : 1239 medium class ) with tailpiece welded with 10 mm thk GI flange in/c providing fitting fixing by necessary rubber washer, nuts & bolts, MS safety clamp etc. as per required size and making necessary electrical connection with main switch / starter with motor in/c commissioning & trial run as per direction of the Engineer-in-charge. |
| 64 | Providing and fitting fixing of Moulded Case Circuit Breaker (MCCB) of different Thermal release range , 415 + V, 50Hz (L & T, BCH, ABB make) as per specification and direction of the Engineer-in-charge.i) 80-100Amps |
| 65 | D)Sub Head : Ground Level Raw water Reservoir cum Sedimentation Tank (30,000 Gallon capacity) |
| 66 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 67 | 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 disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.All kinds of soil |
| 68 | 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 |
| 69 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.All kinds of soil |
| 70 | Supplying and filling in plinth, under floor, foundations etc. With sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete. |
| 71 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering –All work upto plinth level: |
| 72 | i) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 40 mm nominal size) |
| 73 | ii) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 74 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work upto plinth level:1:1:2 ( 1 Cement: 1 fine sand : 32graded stone aggregate 20 mm nominal size) |
| 75 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement-1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 76 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 77 | Centering shuttering including struttings, propping etc. and removal of form work for: |
| 78 | i) Foundations, footings, bases for columns etc. for mass concrete with timber plank |
| 79 | ii) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply |
| 80 | iii) Suspended floors, roofs, landings, balconies and access platform with timber planks |
| 81 | iv) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank |
| 82 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete uptoplinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 83 | First class brick work in foundation and plinth including cost of all materials as required complete:-In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 84 | Half brick works with First class bricks in super structureupto floor fivelevel including cost of all materials as required complete:-In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 85 | 12 mm cement plaster ofmix:In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 86 | Neat cement punning. |
| 87 | White washing with lime to give an even shade i) two or more coat |
| 88 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer\"s specification |
| 89 | Finishing walls with textured exterior paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] :New work ( two or more coats applied @ 3.28 litre/10 sqm) over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm |
| 90 | Providing and fixing hand rail using structural steel etc. of approved size by welding etc. to steel ladder railing, balcony railing and staircase railing etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete as required:i) G.I.pipes. |
| 91 | Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. complete as required:9 |
| 92 | i) In stringers, treads, landing etc. of stair cases including use of chequered plate wherever required, all complete |
| 93 | ii) In grating, frames, guard bar, railing, brackets, gates and similar works, all complete |
| 94 | Providing and fixing CIsluice valveClass 1 with cap complete with bolts, nuts, rubber insertions etc (the tail piece if required will be paid separately) as per chapter 20 of CPWD specification and direction of engineer in chargei)150 mm dia. |
| 95 | Providing and fixing G.I pipe meium class as per IS:1239 with latest amendment complete with G.I fittings including trenching and refilling cutting and making good the walls etc. complete as per chapter 20 of CPWD specification and direction of the Engineer-in-charge.A. External worksi) 150 mm dia nominal bore |
| 96 | E)Sub Head : Protection works for Structures near cherra bed |
| 97 | 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 disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.All kinds of soil |
| 98 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering –All work upto plinth level:i) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 40 mm nominal size) |
| 99 | Centering shuttering including struttings, propping etc. and removal of form work for:i) Foundations, footings, bases for columns etc. for mass concrete with timber plank |
AI Tender Summary
Tender Timeline
Jan 10, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedJan 27, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 27, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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