Construction Of Sbdtw With Overhead Water Tank And Providing Pipeline To The Kitchen And Toilet Of Phani Kp Jb School Of Chawmanu Rd Block Under Manu Rd Div, 2021-22.
Tender Value
Ref. Documents
Estimated cost
Bid Submission
30 Dec 2021
0 days left
EMD
4100
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Chawmanu → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Sbdtw With Overhead Water Tank And Providing Pipeline To The Kitchen And Toilet Of Phani Kp Jb School Of Chawmanu Rd Block Under Manu Rd Div, 2021-22.
BOQ
| Sl. No. | Item Description |
| 1 | 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 |
| 2 | 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 |
| 3 | 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 |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-All work Upto plinth level:1:4:8 ( 1 Cement: 4 fine sand : 8 graded well burnt brick aggregate 40 mm nominal size) |
| 5 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturers\" specification. |
| 6 | 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:1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 7 | 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-1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)v |
| 8 | 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-1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 9 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level.Thermo-Mechanically Treated bars/ Cold twisted deformed steel bars |
| 10 | Centering shuttering including struttings, propping etc. and removal of form work for:a) Foundations, footings, bases for columns etc. for mass concrete with timber plank |
| 11 | b) Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply |
| 12 | c) Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply |
| 13 | First class brick work in superstructure above plinthlevel & upto floor-five level including cost of allmaterials as required complete:In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 14 | 6 mm cement plaster of mix:In cement mortar 1 : 3 ( 1 cement : 3 fine sand ) |
| 15 | Finishing walls with water proofing cement paint ofrequired shade of approved brand and manufacture[Payment shall be made after submission of TestCertificate issued by the Manufacturer] :New work ( two or more coats applied @ 3.84 kg/10 sqm) |
| 16 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. a) 15 mm nominal outer dia. Pipes |
| 17 | b) 25 mm nominal outer dia. Pipes |
| 18 | Providing and fixing PTMT bib cock of approved quality and colour.15 mm nominal bore, 122 mm long, weighing not less than 99 gms |
| 19 | Providing and fixing brass stop cock of approved quality :15 mm dia nominal bore |
| 20 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end):25 mm nominal bore |
| 21 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank |
| 22 | Drilling and boring pilot hole in any soil strata by manual means, collection of soil samples of different strata met with during drilling at variuse suitable levels, preservation of samples in polythene bags/ sample box and disposal of excess soil or mud, including the cost of water etc, as required to mantain the pilot hole properly as per specification and direction of the Engineer-in charge. i) 100mm dia |
| 23 | Reaming of pilot hole to an enlarged bore hole in any soil strata by manual means, disposal of excess soil or mud,including the cost of water etc, as required to mantain the pilot hole properly as per specification and direction of the Engineer-in charge.i) From 100mm dia pilot hole to 250mm bore hole |
| 24 | Providing and lowering of PVC pipe of UPVC pipe as per IS:12818 after washing of the bore hole by manual means as per specification and direction of the Engineer-in-charge. A) CM Casing pipe (UPVC). i) 150mm dia |
| 25 | iii) 100mm dia |
| 26 | B) RS pipe. i) 100mm dia |
| 27 | Washing and development of tube well by using hand pump or by any suitable method and testing of the well as per specification and direction of the Engineer in charge. |
| 28 | Providing and shrouding of the deep tube well assembly with washed pea gravels (2.0 - 4.75 mm effective size) as per specification (IS: 4097) and direction of the Engineer in charge. A) With contractor rig. i) with pea gravels obtained from Durgapur, West Bengal |
| 29 | Providing and fixing of UPVC end cap/ well cap suitable for UPVC \"CM\" casing or \"CS\" casing or RS pipe as per specification anddirection of the Engineer in charge.i) 100mm dia |
| 30 | Providing and fitting fixing GI pipe (Medium class) conforming to IS 1239 for column pipe assemble for instalation of submersible pump motor as per direction of Engineer in charge. d) 40mm NB |
| 31 | Providing and fitting fixing GI bend/ elbow in the pipe line including testing of joints complete as per direction of Engineer in charge. v) 40mm NB |
| 32 | Providing and fitting fixing of GI flange (10mm wall thickness) by welding with GI/ MS pipe as per placing position as per specification and the direction of Engineer in charge.vi) 50mm dia |
| 33 | Providing and fitting fixing of CI non return valve of approved quality as per CPWD pecification and the direction of Engineer in charge. i) 50mm nominal bore |
| 34 | Providing and fitting fixingof 6feet x 4feet x1 inch (thickness)gamai wood/ plywood/ plypanel board for fitting fixing of electric items in/c 2no\"s MS angle post (size 2 inch x 2inch x 9feet) nut & bolts for irrection of the same by 1:1.5:3 cement concrete casting (1 feet x 1feet x 2feet) below the ground level and painting two or more coats & plastic paint as per specification and the direction of Engineer in charge. |
| 35 | Installation of submerssible pump and suitable motor upto requirede depth with GI column pipe in/c providing fitting fixing by necessaqry 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 Engineerin charge (pump, motor with cable, GI Pipe will be issued by the Department at free of cost and fabrication of GI column pipe will be paid separately). i. 2500 GPH capacity |
| 36 | Providing 2 HP submerssiblepump as per direction of Engineer in charge |
| 37 | Providing and fixing of UPVC reducer suitable for UPVC \"CM\" casing or \"CS\" casing or RS pipe as per specification anddirection of the Engineer in charge. SOR-2015, DWS, i) 150 x 100mm dia |
| 38 | Charge. |
AI Tender Summary
Tender Timeline
Dec 20, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedDec 30, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 30, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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