Tender For Provn Of Parking Shed, Soakage Pit , Grease Trap And Roof Sheet Work Various Location At Af Stn Darbhanga Under Ge Af Bihta
Tender Value
43.17 Lakhs
Estimated cost
Bid Submission
04 Nov 2026
17 days left
EMD
86340
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Darbhanga → Bihar
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provn Of Parking Shed, Soakage Pit , Grease Trap And Roof Sheet Work Various Location At Af Stn Darbhanga Under Ge Af Bihta
BOQ
| Sl. No. | Item Description |
| 1 | Surface excavation n.exc (not exceeding) 30cm deep and averaging 15cm deep and getting out in soft/loose soil complete, all as specified. |
| 2 | Excavation in trenches n. exc 1.5 m wide for foundations, laying cables/ pipes etc. not exceeding 1.5 m deep etc or for shafts, well exc 10 Sqm on plan and getting out in SOFT/LOOSE soil complete, all as specified |
| 3 | Excavation in trenches n. exc 1.5 m wide for foundations, laying cables/ pipes etc. exceeding 1.5 m deep but not exceeding 3.00 m deep etc or for shafts, well and getting out in SOFT/LOOSE soil complete, all as specified |
| 4 | Excavation in trenches n. exc 1.5 m wide for foundations, laying cables/ pipes etc. exceeding 3 m deep but not exceeding 4.5 m deep etc or for shafts, well and getting out in SOFT/LOOSE soil complete, all as specified |
| 5 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance n exc 50m and making good surface in SOFT/LOOSE soil complete, all as specified. |
| 6 | Returning filling in including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick complete, all as specified. |
| 7 | Removing excavated spoil to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point complete, all as specified. |
| 8 | Broken stone hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete, all as specified. |
| 9 | PCC type B-2 (1:2:4), using 40 mm graded stone aggregates as in foundation filling & mass concrete, complete all as specified. |
| 10 | PCC type D-2 (1:4:8), using 40 mm graded stone aggregates as in foundation filling & mass concrete, complete all as specified. |
| 11 | PCC type C-2 (1:3:6), using 40 mm graded stone aggregates as in foundation filling & mass concrete, complete all as specified. |
| 12 | Cement concrete, type B-1 (1:2:4), using 20 mm graded stone aggregates as in lintel upto 1.5m clear span, cills, steps, seicmic and other similar band, plinth courses, lacing courses , copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angle and throating including necessary form work complete all as specified. |
| 13 | Reinforced cement concrete,(nominal mix) type B-1 (1:2:4), using 20 mm graded stone aggregates as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified. |
| 14 | Reinforced cement concrete,(nominal mix) type B-1 (1:2:4), using 20 mm graded stone aggregates as in as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified. |
| 15 | Precast reinforced cement concrete (1:2:4) type B-1 using 20mm graded stone aggregate as in drain & manhole covers and the like duly placed on manholes with cement mortar (1:4) complete. |
| 16 | 2nd class hard wood in scantling clean swan and fixed in position complete all as specified. |
| 17 | Use & waste of formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter with fair finished surfaces of concrete, complete all as specified. |
| 18 | Use & waste of formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200 mm thick (Horizontal or sloping) with fair finished surfaces of concrete, complete all as specified. |
| 19 | Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide complete, all as specified. |
| 20 | Brick work using sub class 'B' bricks , straight or curved on plan exceeding 6.00 metre mean radius built in cement mortar (1:6), complete all as specified. |
| 21 | Brick work in half brick thick wall using bricks sub class 'B' bricks, straight or curved on plan exceeding 6.00 metre mean radius built in cement mortar (1:4), complete all as specified. |
| 22 | Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified. |
| 23 | Mild steel TMT bars 5 mm and over up to and including 10 mm dia, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips in stirrups, spacers and binders complete all as specified. |
| 24 | Mild steel work as in joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated) quality confirming to grade Fe-410-Gde E-250, complete all as specified. |
| 25 | Rolled mild steel sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates quality confirming to grade Fe-410-Gde E-250, complete all as specified. |
| 26 | Mild steel works in hand rails, half round or other stock section or core for wooden handrail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts; posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) in-cluding all necessary drilling, bolting or riveting, etc., confirming to Fe-410-Gde E-250, complete all as specified. |
| 27 | 'Mild steel screw bolts (machine made) exc 20mm & n exc 25mm dia with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exceeding 30cm , complete all as specified. |
| 28 | Rolled mild steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161-1979 grade St.-240, complete all as specified. |
| 29 | Rolled mild steel as in plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment, quality confirming to grade Fe-290-Gde E-165, complete all as specified. |
| 30 | Pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50 mm of any colour having tensile strength of 550 Mpa as in roof coverng/ cladding to wall, fixed with self tapping screws comlete all as specified. |
| 31 | Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm of olive green colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws comlete all as specified. |
| 32 | 100 mm thick Plain Cement Concrete 1:2:4 type B-1 using 20mm graded crushed stone aggregate as sub base in flooring / hardstanding etc. complete all as specified. |
| 33 | 75 mm thick Plain Cement Concrete 1:4:8 type D-2 using 40mm graded crushed stone aggregate as sub base in flooring / hardstanding etc. complete all as specified. |
| 34 | 100 mm thick Plain Cement Concrete 1:4:8 type D-2 using 40mm graded crushed stone aggregate as sub base in flooring / hardstanding etc. complete all as specified. |
| 35 | Factory made PCC chequered tiles, ISI Marked, with grey cement & pigment, 22-25 mm thick, of size 300 mm x 300 mm, in floors, over & including 20 mm thick cement mortar (1:4) screed, set and jointed with grey cement slurry complete, all as specified. |
| 36 | Rendering 15 mm thick on fair faces of brick work or concrete surfaces, finished even and fair on walls in cement mortar (1:4), mixed with water proofing compound as per manufacturers instructions, complete all as specified.NOTE: WPC will be measured and paid for separately under respective item of BoQ. |
| 37 | Rendering 15 mm thick other than fair faces of brick work or concrete surfaces, finished even and fair on walls in cement mortar (1:6), complete all as specified. |
| 38 | Supply only water proofing compound, ISI marked, complete all as specified |
| 39 | Two coats of cement base paint on new wall surfaces including preparation of surfaces complete all as specified. |
| 40 | Prepration of new plasterd wall surfaces of any description & applying Two coats of exterior acrylic emulsion over and including a coat of water based exterior primer complete all specified |
| 41 | Prepration of new plasterd wall surfaces of any description & applying Two coats of interior acrylic distemper over and including a coat of acrylic emulsion primer. complete all specified |
| 42 | Preparing surfaces of wood and wood based materials new or old, of any description and girth, not otherwise described and treated with creocete complete all specified |
| 43 | Two coats of synthetic enamel paint over & including a coat of pink primer over wood and wood (new) based surfaces of any description not other wise described over 10cm width or girth including preparation of surfaces complete all as specified. |
| 44 | Two coats of synthetic enamel paint over & including a coat of red oxide primer over steel or iron surfaces of any description not other wise described over 10cm width or girth including preparation of surfaces, complete all as specified. |
| 45 | Two coats of synthetic enamel paint over & including a coat of red oxide primer over steel & iron (new) surfaces of any description, not exceeding 10cm in width or girth when unconnected with other painting or when painted in a different tint complete all as specified. |
| 46 | Concrete bed to 150mm dia drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested; in cement concrete 1:4:8 type D-2, complete all as specified |
| 47 | Reinforced concrete pipes, 150 mm dia, class NP2, laid and jointed complete with collars, laid in trenches and jointed, ISI marked, complete all as specified. |
| 48 | Forming12mm thick expansion joint filled with pre-formed bituminous filter and top 30mm primed and sealed with sealing compound Grade 'B' complete all as specified. |
| 49 | Forming contraction Dummy joint 35mm deep and 10mm wide and sealed with sealing compound Grade 'B' complete all as specified. |
| 50 | Forming contraction joint 30mm deep x10mm wide including provision of 10 mm dia polyurethene foam closed cell backup rod and sealed with sealing compound Grade 'B' complete all as specified. |
| 51 | Supply , installation testing and commissioning of grease separator made of polyethylene as per DIN EN 1825; Proven stability of 50 years; for below ground installation overall dia of 1320mm with ventilation provision emptying via suction line DN 65N 10 counter flange with fire hose quick coupling 75B and 2.5'' blank cap and satisfy reaction to fire Class A with buoyancy safety standard odour tight top coover of 600mm dia. clear opening frame made of concrete material and cover made of cast iron, load class A15 according to EN 124 as followings:(i) Inlet and outlet dia DN 150(ii) Make: ACO: Model : Lipumax PD(iii) Nominal Size: NS 10(iv) Grease storage: 415L, Sludge storage : 1005L, overall capacity :2170L(v) Size: Dia 1320 MM x Height 2599 mm.(vi) Weight of grease separator :128Kg (Empty)(vii)Weight of top A15 cover: 142 KgMAKE: ACO GREASE SEPARATORS NS 10 LIPUMAX PD |
| 52 | Dismantling wrought iron or mild steel work of any description, complete all as specified. |
| 53 | Dismantling boarding, any description, fixed in any position complete all as specified. |
| 54 | Dismantling asbestos cement (corrugated, semi-corrugated, etc.) sheets in roof coverings, complete all as specified. |
| 55 | Dismantling timbre scantling 40 sq. cm and over in section, in any position, complete all as specified. |
| 56 | Taking down cement plaster of any description on brick walls or concrete surfaces etc including raking out joints, hacking for key, scrubbing down with water etc complete all as specified. |
| 57 | Demolition brickwork or stone / boulder masonry built in cement mortar including all quoins, arches, pillars etc complete all as specified Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 15, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 04, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 17 daysNov 06, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 19 daysTender Documents
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