Tender For Construction Of Reinforced Cement Concrete Entrance Gate To Rebuilt Old Jackson Gate Near Mtb H.S School, Agartala, West Tripura.
Tender Value
2.81 Crore
Estimated cost
Bid Submission
03 Sep 2026
8 days left
EMD
5.62 Lakhs
Bank guarantee accepted
Document Fee
8000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
tripura → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Reinforced Cement Concrete Entrance Gate To Rebuilt Old Jackson Gate Near Mtb H.S School, Agartala, West Tripura.
BOQ
| Sl. No. | Item Description |
| 1 | SUB-HEAD : EARTH WORK |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavatorB14:B288) / 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. |
| 3 | All kinds of soil |
| 4 | 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. |
| 5 | All kinds of soil |
| 6 | 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. |
| 7 | All kinds of soil |
| 8 | Extra for additional lift of 1.5m or part thereof. |
| 9 | All kinds of soil |
| 10 | 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. |
| 11 | SUB-HEAD : CEMENT CONCRETE WORK |
| 12 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level: |
| 13 | 1:4:8 ( 1 Cement: 4 fine sand : 8 graded stone aggregate 40 mm nominal size) |
| 14 | 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 20 mm nominal size) |
| 15 | 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) |
| 16 | Centering shuttering including struttings, propping etc. and removal of form work for: |
| 17 | Foundations, footings, bases for columns. |
| 18 | SUB-HEAD : RCC WORK |
| 19 | 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: |
| 20 | 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 21 | Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete work including pumping of concrete to site of laying but excluding the cost of centring, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per the direction of Engineer-in-Charge.(Note :- Cement content considered in this item is @ 418 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). |
| 22 | 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- |
| 23 | 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 24 | 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- |
| 25 | 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 26 | Reinforced cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs having slope more than 15° up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with |
| 27 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 28 | Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 29 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. |
| 30 | Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 31 | Providing precast cement concrete Jali 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 6mm nominal size) reinforced with 1.6 mm dia mild steel wire including centring and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3(1cement : 3 fine sand) etc. complete, excluding the plastering of jambs, sills and soffits |
| 32 | 50 mm thick |
| 33 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in vertical & horizontal fins, individually or forming box louvers, setting in cement mortar 1:2 (1 cement : 2 coarse sand), including the cost of required centering, shuttering but , excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size). |
| 34 | Centering shuttering including struttings, propping etc. and removal of form work for: |
| 35 | Foundations, footings, bases for columns etc. for mass concrete with timber plank |
| 36 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply |
| 37 | Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply |
| 38 | Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply |
| 39 | Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply |
| 40 | Edges of slabs and breaks in floors and walls under 20 cm. wide |
| 41 | Extra for additional height in centring, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentring at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof:Suspended floors, roofs, landing, beams and balconies (Plan area to be measured). |
| 42 | Domes upto 6 m span |
| 43 | SUB-HEAD : BRICK WORK |
| 44 | First class brick work in foundation and plinth including cost of all materials as required complete. |
| 45 | In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 46 | In cement mortar 1:6 ( 1 cement : 6 fine sand ). |
| 47 | First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete. |
| 48 | In cement mortar 1:6 ( 1 cement : 6 fine sand ). |
| 49 | Half brick masonry with first class bricks in superstructure upto floor five level including cost of all materials as required complete:- |
| 50 | In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 51 | Extra for providing & placing in position 2 nos 6mm dia MS bars at every 4th course of half brick masonry work including anchorage in joints of 75mm in each side in superstructure for all level including cost of all materials as required complete:- |
| 52 | In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 53 | SUB-HEAD : CLADDING WORK |
| 54 | Stone tile (polished) work for wall lining over 12mm thick bed of cement mortar 1:3 (1 cement : 3 fine sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete including rubbing, curing etc. complete at all levels as required:- |
| 55 | 8 mm thickGranite of any colour and shade duly approved . |
| 56 | SUB-HEAD : FLOORING AND SKIRTING WORK |
| 57 | Providing and fixing Marble stone in floors over 20 mm thick bed of cement mortar 1 : 4 ( 1 cement : 4 fine sand ) jointed with ordinary cement slurry including pointing with white cement mixed with of matching shade, including rubbing and polishing etc. all complete as per direction of Engineer-in-charge. |
| 58 | 14 mm thick Marble stone Raj Nagar plain marble |
| 59 | SUB-HEAD : FINISHING WORK |
| 60 | 12 mm cement plaster of mix:- |
| 61 | In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 62 | 15 mm cement plaster on the rough side of single or half brick wall of mix: |
| 63 | Cement mortar 1:4 (1 cement : 4 fine sand) |
| 64 | 6 mm cement plaster of mix : |
| 65 | Cement mortar 1:3 (1 cement : 3 fine sand) |
| 66 | Neat cement punning |
| 67 | Finishing walls with premium acrylic smooth exterior paint with Silicon additives of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : |
| 68 | 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) |
| 69 | Applying priming coat [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : |
| 70 | With ready mixed Pink or Grey primer of approved brand and manufacture on wood work ( hard & soft wood ). |
| 71 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]: |
| 72 | Two or more coats on new work |
| 73 | SUB-HEAD : PILE WORK |
| 74 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct Mud Circulation (DMC) or Bailer and Chisel Technique by Tripod and Mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads. (Length of pile for payment shall be measured upto bottom of pile cap). Note: Truck Mounted rotary / TMR / Tubewell Boring Machine shall not be used. |
| 75 | 500 mm dia piles. |
| 76 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer incharge:-15.7.1.Single pile upto 50 tonne safe capacity 15.7.1.1 Initial test (Test Load 2.5 times the safe Capacity). |
| 77 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer incharge:-15.7.1.Single pile upto 50 tonne safe capacity 15.7.1.1 Initial test (Test Load 2.5 times the safe Capacity). |
| 78 | Integrity testing of Pile using Low Strain / Sonic Integrity / Sonic Echo Test method in accordance with IS 14893 including surface preparation of pile top bt removing soil, mud, dust and chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test and submission of results, all complete as per direction of Engineering-in-Charge. |
| 79 | SUB-HEAD : ORNAMENTAL WORKS (NON-SCHEDULED ITEM) |
| 80 | Finishing all the ornamental work inside Semicircular arch including tuscan order pilaster, tyochilas/ovolo/gorg/cymatium, dourcioc etc Niches, echinus, necking, astragal etc complete, with Stucco plaster upto required thick to match the existing profile with 1:1:6 (1 Cement, 1 Lime, 6 River Sand) with addition of Polypropylene Fibre as per manufacture's specification and admixture to minimize the permeability over an bond coat of SBR cement slurry for both negative cast (if required) and finishing coat. Finishing coat shall be 1: 1 stucco (1 Cement, 1 Fine Marble powder, mixed with water: SBR at the rate of 1:1 ratio i.e. 1 water: 1 SBR) upto 1mm to 5mm thick by brush or troweled smooth or floated etc. as per the requirement including materials, skilled masons, curing etc. complete. The negative shape shall be brought with first class brick bats. (If the ornament found to be more than 50 mm thick, reinforcement shall be anchored with epoxy). Nothing extra will be paid for plastering. |
| 81 | Finishing all ornamental works with skilled sculptor for Main Dome at Entrance starting from final cupola, dome, cornice below dome, decorative cupola, cornice below, entablatures, shaft, squinchs, octagonal corbelling,, finial mould, dome all imbrication, duomo cupola, shaft (tuscan order), RCC Jolly etc complete with Stucco plaster upto required thick to match the existing profile with 1:1:6 (1 Cement, 1 Lime, 6 River Sand) with addition of Polypropylene Fibre as per manufacture's specification and admixture to minimize the permeability over an bond coat of SBR cement slurry for both negative cast (if required) and finishing coat. Finishing coat shall be 1: 1 stucco (1 Cement, 1 Fine Marble powder, mixed with water: SBR at the rate of 1:1 ratio i.e. 1 water: 1 SBR) upto 1mm to 5mm thick by brush or troweled smooth or floated etc as per the requirement including materials, skilled masons, curing etc. complete. The negative shape shall be brought with first class brick bats. (If the ornament found to be more than 50 mm thick, reinforcement shall be anchored with epoxy). Nothing extra will be paid plastering |
| 82 | Finishing all ornamental works with skilled sculptor for loggia model having two doric order pier with capital, two corbel with abacus from GL to final, architrave, including molding with baton/canal/tyochilas/ovolo/gorg/ cymatium,dourcioc etc, entablatures, finial mould, Colossal comppier type doric order) with echinus, necking, astragal etc including shaft, Torus, socle, shaft rest, design RCC jolly etc complete with Stucco plaster upto required thick to match the existing profile with 1:1:6 (1 Cement, 1 Lime, 6 River Sand) with addition of Polypropylene Fibre per manufacture specification and admixture to minimize the permeability over an bond coat of SBR cement slurry for both negative cast (if required) and finishing coat. Finishing coat shall be of 1:1 stucco (1) Cement, 1 Fine Marble powder, mixed with water SBR at the rate of 1:1 ratio i.e. 1 water: 1 SBR) upto 1mm to 5mm thick by brush or troweled smooth or floated etc. as per the requirement including materials, skilled masons, curing etc. complete. The negative shape shall be brought with first class brick bats. (If the ornament found to be more than 50 mm thick, reinforcement shall be anchored with epoxy). Nothing extra will be paid for plastering |
| 83 | Finishing all the Ornamental work of a balustrade having any type of baluster upto five baluster with base & hand rails with any type of moulding at all height etc complete including friez below cornice moulding combination of crown cornice, cavetto, scotia, conge, thumb, torus, ovola, sunk fillet, fillet parica, cyma reverse, cymatium, bead, splay face, cyma recta, beak, echinus, astragal, dentils of any type, friez, architrave any architure etc complete with skilled sculptor covering all sets at any level, all the work (as it was), with Stucco plaster upto required thick to match the existing profile with 1:1:6 (1:Cement, 1:Lime, 6: River Sand) with addition of Polypropylene Fiber per manufacture specification and admixture to minimums the permeability over an bond coat of SBR cement slurry for both negative cast (if required) and finishing coat, finish coat shall be 1:1 stucco (1: Cement, 1: fine Marble powder, mixed with wtaer:SBR at the rate of 1:1 ratio i.e. 1 water: 1 SBR) upto 1mm to 5mm thick by brush or troweled smooth or floated etc as per the requirement including materials, skilled masons, curing etc., complete. The negative shape shall be brought with first class brick bates. (If the ornament found to be more than 50 mm thick reinforcement shall be anchored with epoxy) nothing extra will be paid for plastering or another method shall be adopted by the way of fuma insito casting method by free flow materials to bring the |
| 84 | Finishing all architectural elements in the portion within decorative Cornice all covering ovola, cuma recta, cyma reverse, any dentils, combined with any type of anthemion, fillets astragal pilasters, cornice at tree stages, corona, cavetto, corona, scotia, torus, fillet, squinches, hemispherical ducoma, echninus, frize, sets of entablature, tusan or doric order pilasters etc complete including skilled sculptor etc complete with 1:1:6 (1 Cement, 1 Lime, 6 River Sand) with addition of Polypropylene Fibre as per manufacture's specification and admixture to minimize the permeability over an bond coat of SBR cement slurry for both negative cast (if required) and finishing coat. Finishing coat shall be 1: 1 stucco (1 Cement, 1 Fine Marble powder, mixed with water: SBR at the rate of 1:1 ratio i.e. 1 water: 1 SBR) brick work, shear connectors, centering, Reinforcement, scaffolding etc shall be paid seperately Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 14, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 03, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysSep 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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