Tender For Provn Of Certain B&R And E&M Work At Sports Complex At Af Stn Darbhanga Under Ge Af Stn Bihta.
Tender Value
34.72 Lakhs
Estimated cost
Bid Submission
28 Oct 2026
5 days left
EMD
69440
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 Certain B&R And E&M Work At Sports Complex At Af Stn Darbhanga Under Ge Af Stn Bihta.
BOQ
| Sl. No. | Item Description |
| 1 | B&R WORKS |
| 2 | Surface excavation n.exc (not exceeding) 30cm deep and averaging 15cm deep 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. not exceeding 1.5 m deep and getting out in SOFT/LOOSE soil complete, all as specified |
| 4 | Returning filling in including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick complete, all as specified. |
| 5 | 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. |
| 6 | Hardcore of broken stone of gauge n exc 63mm, deposited, spred and levelled in layers n exc 15cm thick, watered and rammed to a true surface complete, all as specified. |
| 7 | 75 mm thick, cement concrete type C-2, 1:3:6 using 40 mm graded stone aggregate, finished even & rough, as in floors finishes, complete all as specified |
| 8 | Rolling and consolidating formation surface with 8 to 10 tonne power roller including filling in soft spots, depression etc which occur during rolling (for portion coming cutting / original only) to required camber and gradient etc including watering before or during rolling complete all as specified. |
| 9 | Cement concrete work 250 mm or less thick in pavement / hard-standing of flexural strength 40 kg / Sq.cm in field using 400 kg of cement per cubic metre including necessary from work and bull nosing, rounding off edges finish by brooming / belting etc. laid in single layer complete all as specified. |
| 10 | 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. |
| 11 | Forming contraction Dummy joint 35mm deep and 10mm wide and sealed with sealing compound Grade 'B' complete all as specified. |
| 12 | 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. |
| 13 | E/M WORKS |
| 14 | PCC type B-1 (1:2:4), using 20 mm graded stone aggregates as in coping of poles etc. with slightly rounded or chamfered angles including necessary form work and fair finishing the exposed surface without using extra cement complete all as specified and directed |
| 15 | PCC type C-2 (1:3:6), using 40 mm graded stone aggregates as in as in foundation of electric pole, stay assembly and strut PCC block including necessary form work and fair finish to exposed surfaces without using extra cement etc. complete all as specified and directed |
| 16 | PCC type D-2 (1:4:8), using 40 mm graded stone aggregates as in foundation of electric poles, struts, PCC block including necessary form work and fair finish to exposed surfaces without using extra cement etc. complete all as specified and directed |
| 17 | Cutting the existing road straight by manual, depth and width not less than 1 metre below ground level for passing of underground cable and filling back with excavated soil upto 75% road portion and 25% shall be made with cement concrete 1:2:4 using 20mm graded aggregate stone complete all as specified. |
| 18 | Clean dry sand ( locally available) as cushioning for under ground cable 230 mm thick (one layer of 80 mm thickness before laying the cable and other layer of 150 mm thickness after laying the cable) complete all as specified.NOTE:- Punned down thickness (over all 180 mm) shall be considered for measurement and payment. |
| 19 | Brick protection with Sub class 'B' bricks laid flat across the route of underground cable all as specified. |
| 20 | GI pipe light grade 50mm bore with all fittings fixed as termination postal ,fixed to poles/ walls/ under floors/ under road etc complete all as specified. |
| 21 | Supply, laying, jointing & testing of LT XLPE insulated cable of sectional area 16 Sq.mm,2core screened, bedded, galvanised steel strip or wire armourd cable (heavy duty) 1100 volt grade with aluminium conductor conforming to IS-7098 (Part-I -1988) laid in trenches/ ducts/ through pipes/ in floors / under roads/ hard standing /along poles and testing complete all as specified |
| 22 | LED street light fittings 70/72 watt, outdoor type pressure die cast aluminium housing, heat resistant toughtened glass with frame and lamp with minimum efficiency 110 LM/W, IP 66 protection, and making connections with 1.5 Sq.mm copper conductor PVC insulated three core weather proof cable, and including fixing arrangment comprising of suitable size dia of GI pipe 40mm dia light grade 1.5 metre long bend at 120 degree fixed to wall with 2 nos clamp made of flat iron 50x6mm including nut bolts and washer etc complete all as specified |
| 23 | Supplying , erecting and fixing steel tubular swaged poles with cast iron base plate of size 300mm X 300mm x 6mm final taper plug, bolts nuts & screws for type 410 SP-31 (9.0 mtr long ) including painting with two coats of aluminium paint over one coat of red oxide primer on all exposed surfaces and tarring with black bituminiouspaint to embedded portion in PCC and providing 3 Nos of 30 cm wide circular bands with black & yellow paint starting from plinth level at the gap of 30cm in between 2 band and numbering of poles, in yellow paint over black printedback ground at a height of 2m from bottom of pole with 5 cm large bold letters 2'' (inch) wide complete all as specified and directed.Note : Excavation , earth work , PCC in foundationand coping shall be measured and paid separately under relevent itme of this schedule |
| 24 | Shock proof, rust proof , fire retardant non transparent kiosk pole box of size 310x210x120mm made of engineering plastic one piece moulding for out door duty with four nos of insulated aluminium bus bar of 60amp capacity mounted on unbreakable insulators, 10 amp MCB SP with aluminium lugs of suitable size up to 50 Sq.mm including 02 Nos, 40x3mm flat iron clamps duly painted both side with two coats of synthetic enamel paint over a coat of red oxide primer , necessary suitable size nut bolt washer etc complete all as specified and directed. |
| 25 | Earthing with and including GI earth plate electrode 6 mm thick of size 600 mm x 600 mm with 4 Sq. mm GI wire earthing lead by means of GI or steel bolts/nuts/washers, protected by 15 mm bore GI light grade pipe. Earth plate shall be surrounded by alternate layer of charcoal or coke and common salt 15 cm thick all around bottom and top. 20 mm bore GI light grade pipe for watering and including funnel, wire mesh, RCC cover, reinforced with 8 mm dia TMT bars @ 75 mm C/C both ways with mild steel handle 12 mm dia, using round bar, PGI funnel with wire mess & frame, PCC (1:2:4) type B-1 (using 20 mm graded crushed stone aggregate) as in earthing pit including necessary excavation & earth work, all as specified & shown in electrical plate No. 3 of MES Schedule Part – I.Note:- (i) PCC chamber shall be constructed at least 1.5 metre away from the earth electrode and pipe for watering shall be provided in slanting manner. (ii) The unit rate includes earthing lead & protection pipe upto 7.5 metre from top of earth plate.(iii) Earth resstance shall be less than 3 ohm. In case the test results are not found less than 3 ohm, complete earthing shall be redone by the contractor without any extra cost to Govt. |
| 26 | NOTES FOR EARTH WORK:-(a) Excavation work shall be carried out manually only.(b) LT/HT cable, water supply/ sewage/telephone lines, if any, get damaged during excavation & earthwork, demolition of PCC shall be repaired by the contractor immediately as per existing specifications to the entire satisfaction of Engineer-in-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 08, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysNov 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 11 daysTender Documents
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