Tender For Construction Of Jatri Shed At By-Pass Near Sdpo Office, Bishalgarh Under Bishalgarh Municipal Council During The Year 2023-24
Tender Value
7.66 Lakhs
Estimated cost
Bid Submission
21 Jul 2023
0 days left
EMD
15326
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
bishalgarh → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Jatri Shed At By-Pass Near Sdpo Office, Bishalgarh Under Bishalgarh Municipal Council During The Year 2023-24
BOQ
| Sl. No. | Item Description |
| 1 | Demolishing reinforced cement concrete manually / by mechanical means including stacking of steel bars properly and disposal of unserviceable material with all lifts and upto 50 m lead etc. complete as per direction of the Engineer- in-charge. |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches ordrains (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 |
| 3 | 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. |
| 4 | 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. |
| 5 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 6 | 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 well burnt Brick Aggregate 40 mmnominal size) |
| 7 | Centering shuttering including struttings, propping etc. and removal of form work for: Foundations, footings, bases for columns. |
| 8 | Providing and laying in position specified grade of reinforced cement concrete 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 | 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) |
| 10 | 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 |
| 11 | Centering shuttering including struttings, propping etc. and removal of form work for:Foundations, footings, bases for columns etc. for mass concrete with timber plank |
| 12 | Suspended floors, roofs, landings, balconies and access platform with timber planks |
| 13 | Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank |
| 14 | Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank |
| 15 | Weather shade, chajjas, corbels, etc including edges |
| 16 | First class brick work in foundation and plinth including cost of all materials as required complete. In cement mortar 1:6 ( 1 cement : 6 fine sand ). |
| 17 | Providing and fixing precast chequered terrazo tiles 22 mm thick with graded marble chips of size upto 6 mm, laid on floors, footpath & courtyard on 20 mm thick bed of cement mortar 1 : 4 ( 1 cement : 4 fine sand ) jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and polishing complete.In light shade using white cement. |
| 18 | 12 mm cement plaster of mix. In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 19 | Neat cement punning. |
| 20 | Finishing walls with premium acrylic smooth exterior paint of required shade of approved brand and manufacture on new work ( two or more coats applied @ 1.43 litre/10 sqm ) over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm complete. [Payment shall be made after submission of Test Certificate issued by the Manufacturer] |
| 21 | Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fastenersb stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight ofstainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 100 mm SS Pipe |
| 22 | Steel work welded in built up section/framed work including cutting, hoisting, fixing in position andapplying a priming coat of approved steel primer using steel etc. complete as required:-9.15.1 In stringers, treads, landing etc. of stair cases including use of chequered plate wherever required, all complete. |
| 23 | Providing and fixing M.S. round holding down bolts with nuts and wahser plates complete as per standard design. |
| 24 | Supply & installation of pre-painted Galvalume sheets for roofing/cladding (size, shape and pitch of corrugation as approved by Engineer-in-charge) in 550mpa steel grade, made out of Cold Rolled Steel coated with Zinc-Aluminium alloy coating of 43.5% Zn, 55% Al and 1.5% Silicon confirming to ASTM A792/A792M and AS1397, Alloy coating AZ150/AZ70, colour coated with high quality Polyester coating, top coated of modified polyester of 20 micron, back side coat of 5 micron, having epoxy primer coat of 5 micron on both side. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-incharge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55mm) with EPDM washers filled with white lead complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 11.15.5 0.80mm thickness |
| 25 | Designing febricating testing installing and fixing in position curtain wall with alluminium composit panel clading with open grooves for linear as well as curvilinear portions of the building for all heights and all levels etc including:Aluminium Composite Panels of 4mm total thickness with Top coil – 0.50mm AA3003 / AA3105 / AA5005 Grade manufactured as per IS-737 1986, FR Grade Class B1 with 3mm Mineral Core with minimum 70-72% Inorganic content (Aluminium Hydroxide and Magnesium Hydroxide) 28-30% Organic content (LDPE) conforming to ASTM E-119-16,18 and EN 13501-1, class B1,and Bottom coil – 0.50mm AA3003 / AA3105 / AA5005 Grade, manufactured as per IS- 737 1986 with minimum 25 microns lead free PVDF Coating conforming to AAMA2605 on top coil and Service coating on Back Coil (4 - 6 microns) having minimum panel weight of 7.5 Kg/m2 |
| 26 | Excavation for Structures A. Without dewatering.Earthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.I. Ordinary Soil. A. By Manual Means. (i) Upto 3.00 m depth |
| 27 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200. I. Sand filling |
| 28 | Providing concrete for plain concrete (using jhama brick aggregate) in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement).I. P.C.C grade M 10 (using jhama brick aggregate). (ii) Nominal mix 1:3.6 (Hand mixing) |
| 29 | Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRD technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204 ((including centering, shuttering, staging etc. but excluding reinforcement). V. R.C.C grade M-20 (1:2:4) (Nominal mix). (i) Up to 5.00 m height |
| 30 | Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in substructure complete as per drawings & MoRD technical specifications Clauses 1202, 1005, 1010 and 1202. |
| 31 | Plastering with cement mortar (1:4) 12 mm thick on brickwork/ C.C. work including a finishing coat of neat cement punning with 2.75 kg of cement per sqm in substructure as per MoRD technical specification Clauses 613.4 & 1204. |
| 32 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200. II. Earth filling |
AI Tender Summary
Tender Timeline
Jul 03, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedJul 21, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 21, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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