Tender For Providing Of Squad Posts At Gopalpur Mil Stn
Tender Value
2.74 Crore
Estimated cost
Bid Submission
23 Oct 2026
30 days left
EMD
3.49 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ganjam → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Providing Of Squad Posts At Gopalpur Mil Stn
BOQ
| Sl. No. | Item Description |
| 1 | SCHEDULE \\"A\\" Part-I (Building/Structures) (To be quoted by the tenderer) |
| 2 | Item no 1: Design and construction of Squad post having ceiling height of 5.5 m, with permanent specification, RCC Framed Construction, M-30 Concrete, Provn of ATT, APP for roof treatment, exterior emulsion / Weather Coat in external surface finish complete all specified in design basis report, drawings and tender documents. |
| 3 | Sch 'A' Part-II (External Electrical Supply) Lump sum price worked out by the contractor for 'External Electrifical Supply' as listed in Schedule 'A' Part-II against the lump sum price inserted by the MES. |
| 4 | Sch 'A' Part-III (External Water Supply) Lump sum price worked out by the contractor for 'External Water Supply' as listed in Schedule 'A' Part-III against the lump sum price inserted by the MES. |
| 5 | Sch 'A' Part-IV (Road Path Culvert) Lump sum price worked out by the contractor for 'Road Path Culvert', excavation & earth works' as listed in Schedule 'A' Part-IV against the lump sum price inserted by the MES. |
| 6 | Sch 'A' Part-V (Area Drainage) Lump sum price worked out by the contractor for 'Area Drainage' as listed in Schedule 'A' Part-V against the lump sum price inserted by the MES. |
| 7 | Sch 'A' Part-VI (SITE CLEARANCE) Lump sum price worked out by the contractor for 'SITE CLEARANCE' as listed in Schedule 'A' Part-VI against the lump sum price inserted by the MES. |
| 8 | Note for Srl No 3 to 7The percentage above / below the SSR -2020 (part-II) rates shall be derived from the amount quoted by the contractor against Srl No. 3 to 7 by comparing it with the amount inserted / pre- priced by the department and the same shall be applicable for the items of respective schedule |
| 9 | Schedule 'A' Part-VII (Miscellaneous items of works) |
| 10 | Area Drainage |
| 11 | Item No 02 : Material & Labour for Precast drain of High strength precast reinforced concrete M-40 grade using Fe 500 D grade TMT steel reinforcement bar, drains size 450 x 450 (WXH) U shape, Section of drain shown on drawing , manufactured with high performance self compacting concrete, as per Japanese lndustial standers (JIS) confirming to Indian Standards and capable of carrying a wheel load of 2.4 tonnes for light veh movement. Useful for appications such as storm water drains, laying over PCC lean concrete and dry bedding mortar (PCC & dry bedding mortar measured and paid seperatly) and jointing/fixing of each panel with ready mix cement mortar as per manufacture instruction and shown typical joint details & Drawings complete all as spd and directed. |
| 12 | Ext Elect Supply |
| 13 | Item No 03 : Supply, installation, commissioning and testing floor mounted LT Panel board outdoor type of size 400 mm long x 300 mm width x 200mm thickness (depth) suitable for working on 3 phase/1phase, 4 wire 415 volts, AC, 50Hz, cubicle and shall have air ventilation arrangement, IP-54 Protecxtion, dust and vermin proof, made out of 3.0 mm thick at outer sheet and 2.0 mm thick at internal compartments CRCA sheet and duly powder coated, hinged doors with rubber gasket, handles panel shall have front opening double door, locking arrangement, cable alleys, |
| 14 | cable entry holes for incoming and out going cables, switch gear compartment and necessary marking with letter stickering, indicator lamps, control copper wiring & safety fuses, earthing lerminals, affix danger notice palte, as per site requirement complete all as specified and directed and including comprising of following. |
| 15 | NOTE : (i) LT panel board manufactured by any manufacturer should be followed by CPRI norms/ certified.(ii) MCCB 100 Amps, 4 pole, 25 KA, 415 volts thermal magnetic based -1 Nos incl spreader links of suitable ratings (iii) MCB SPN 32-40 A, 240 Volts, 50Hz, 10KA 'C' series - 12 Nos.(iv) R, Y, B Phase indicating lamp -01 Set (v) Digital Ammeter (0amps to 500 amps) selector switch -1 No.(vi) Ammeter Selector (0 volts to 500 Volts) - 01 No with ASS, |
| 16 | Item No 04 : Supply & fix time switch 250 V single phase of 20 amp rating with contractor fitted inside steel enclosure complete all as specified and as directed. |
| 17 | Item No 05 : Supply & fix steel intagonal swaged pole (7.5 metre octagonal ) swan neck type completye with GI base plate and final and single swan neck, including foundation as per OEM specification complete all as specified and as directed. |
| 18 | Item No 06 : Material and labour for Earthing complete with galvanised steel earth plate electrode 600mmX 600mmX 6mm thick buried directely in ground vertically ( earth pit not less than 2.25 meters deep below ground level) with top edge of plate not less than 1.5 metres below ground level, connected to and including galvanised iron wire |
| 19 | 4 mm dia and light grade protection pipe of 15 mm dia from earth electrode up to test point or up to 7.5mtr whichever is less by means of GI bolts, nuts, check nuts and washers all as per electrical plate No 3 of SSR Pt-I and GI watering pipe of 20 mm dia medium grade, GI funnel with wire mesh, including charcoal, salt packed all around the earth electrode plate in layers, PCC earth pit chamber 1:3:6 type C1, of size 45X45x45 CM, RCC cover 1:2:4 type B1 of size 45X45x6 CM, excavation earth work in any strata and returning filling, removal of surplus soil and testing/test point for required value including removing old item complete all as specified and directed. |
| 20 | Item No 07 : Material and labour for Earthing complete with galvanised steel earth plate electrode 600mmX 600mmX 6mm thick buried directely in ground vertically ( earth pit not less than 2.25 meters deep below ground level) with top edge of plate not less than 1.5 metres below ground level, connected to and including galvanised iron wire |
| 21 | 4 mm dia and light grade protection pipe of 15 mm dia from earth electrode up to test point or up to 7.5mtr whichever is less by means of GI bolts, nuts, check nuts and washers all as per electrical plate No 3 of SSR Pt-I and GI watering pipe of 20 mm dia medium grade, GI funnel with wire mesh, including charcoal, salt packed all around the earth electrode plate in layers, PCC earth pit chamber 1:3:6 type C1, of size 45X45x45 CM, RCC cover 1:2:4 type B1 of size 45X45x6 CM, excavation earth work in any strata and returning filling, removal of surplus soil and testing/test point for required value including removing old item complete all as specified and directed. Please Enable Macros to View BoQ information Schedule 'A' Part II (External Electrical Supply) Item Description of Item Unit Rate per unit(Rs.) Qty Amount (Rs.) |
| 22 | Material and labour for PVC insulated,LT armoured electric cable with aluminium standed conductor 1100 volts grade, cross-sectional area 16 sqmm ,4 core laid in trenches /pipes/ ducts/wall/ boarings with necessary cable lugs and glands, nuts, bolts and washers, saddeling on wall properly etc and testing and complete all as specified and directed. |
| 23 | Material and labour for PVC insulated,LT armoured electric cable with aluminium standed conductor 1100 volts grade, cross-sectional area 6 sqmm ,2 core laid in trenches/ pipes/ducts/ wall/ boarings with necessary cable lugs and glands, nuts, bolts and washers, saddeling on wall properly etc and testing and complete all as specified and directed. |
| 24 | Excavation in trenches not exceeding 1.5 mtr wide and n exc 1.5 mtr depth for foundation etc or for shafts, wells, cesspits, manholes,etc in soft loose soil complete all as specified and directed. (for pole) |
| 25 | Returning filling in soil including spreading leveling watering and well rammimg in layer n exc 25 cm complete all as specified and directed. (for pole) |
| 26 | Removing excavated soil not exc 50 mtr ant depositing where directed at a level not exc 1.5 mtr above the starting point all as specified and directed |
| 27 | Supply & fixing sensor based street light fitting of capacity 60 watt LED fiting in aluminium PDC housing, toughened glass cover with IP 65/66 protection complete all as specified and directed Total carried over to BOQ Rs. 235172.4 Signature of Contactor DY Dir(Contracts) Date: For Accepting Officer Schedule 'A' Part III (External Water Supply ) Item Description of Item Unit Rate per Unit (Rs.) Qty Amount (Rs.) |
| 28 | Material and labour for 3-layer PP-R Polypropylene random copolymer)concealed pipes SDR 7.4 (PN16) UV stabilized and antimicrobial fusion welded having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene random fittings fixed complete to walls, ceilings or In floors etc.ISI Marked IS-15801 lying in trenches/walld /ceilings or in floors and necessary clamps, saddles etc complete of size outer dia 50 mm complete all as |
| 29 | Material and labour for 3-layer PP-R Polypropylene random copolymer)concealed pipes SDR 7.4 (PN16) UV stabilized and antimicrobial fusion welded having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene random fittings fixed complete to walls, ceilings or In floors etc.ISI Marked IS-15801 lying in trenches/walld /ceilings or in floors and necessary clamps, saddles etc complete of size outer dia 32 mm complete all as |
| 30 | Supply and fixing PPR gate valve(Brass insert) of dia 50 mm fixing at near to building on wall upto one meter height complete all as spfd and directed. |
| 31 | Supply and fixing PPR gate valve(Brass insert) of dia 32 mm fixing at near to building on wall upto one meter height complete all as spfd and directed. |
| 32 | Making connections of PPR pipes distribution branche:; with PPR main of following sizes of 50 to75 mm by providing and fixing lee including cutting and making fusion joint etc as per site requirement |
| 33 | Excavation in trenches not exceeding 1.5 mtrs. wide and not exceeding 1.5 Mtrs. in depth in trenches and getting out in soft soil. |
| 34 | Returning, filling in including spreading and levelling watering and well ramming in layers not exceeding 25 cm with soil obtain from excavation. |
| 35 | Removing excavated soil not exc 50 mtr ant depositing where directed at a level not exc 1.5 mtr above the starting point all as specified and directed Total carried over to BOQ Rs. 234951.9 Signature of Contactor DY Dir(Contracts) Date: For Accepting Officer Schedule 'A' Part III (Road Path Culvert) Item Description of Item Unit Rate per unit (Rs.) Qty Amount (Rs.) |
| 36 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15 cm deep and getting out in soft /loose soil for foundation etc complete all as specified and directed |
| 37 | Add to (deduct from ) item No 1 above for every 3 cm or part thereof above or below 15 cm avg depth. |
| 38 | Rolling and consolidating formation surface in cutting with 8 to 12 tonne power roller. |
| 39 | M & L for 150 mm thick 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 and directed |
| 40 | M & L for 100 mm thick PCC 1:4:8 type 02 (using 40mm graded stone aggregate) as in sub base etc. complete all as specified and directed |
| 41 | M&L Providing and laying 80 mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete |
| 42 | M & L PCC 1:2:4 type B1 (using 20mm graded stone aggregate) as in Coping incl necessary form work finished even & smooth with using pigment in cement complete all as specified and directed |
| 43 | M & L removing excavated soil to a distance exe 250 m but n exc. 500 m and depositing where directed complete all as specified and directed |
| 44 | Earth work in excavation by mechanical means (Hydraulic excavator)/ 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 surplusexcavated soil as directed, within a lead of 50 m. |
| 45 | RCC Pipe 300mm bore dia in class NP- 3 with collar laid and jointedcomplete all as specified and directed. |
| 46 | Material and labour for PCC 1:3:6 type C2 using 40 mm graded stonestone aggregate for 1000 mm dia pipe incl haunching against the sides and top of pipe after they are laid and tested. |
| 47 | M&L for brick work with sub class 'B' bricks, straight or curved on planexceeding 6m mean radius in CM 1:6 complete all as specified. |
| 48 | Material and Labour for rendering in CM 1:4, 15mm thick on fair faces of brick work or concrete surfaces finished even and fair without using extra cement complete all as specified and as directed. |
| 49 | M&L for 2 coats of cement base paint including preparation on newly plastered surface including preparation of surface cpmpleate all asspecified and as directed. |
| 50 | Returining filling in icnl spreding levellin watering and wll ramming in Cum layer no texc 25 cm complete all as specified. Total carried over to BOQ Rs. 4018422.01 Signature of Contactor DY Dir(Contracts) Date: For Accepting Officer Schedule 'A' Part IV (Area Drainage) Item Description of Item Unit Rate per Unit (Rs.) Qty Amount (Rs.) |
| 51 | Earth work in excavation by mechanical means {Hydraulic excavator)/ in foundation trenches or drains. {not exceeding 1.5 m in width or 10 sqm on plan), induding 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. |
| 52 | M&L for PCC 1:3:6 Type C2 (40mm graded aggregate) as in foundation. |
| 53 | Material and labour for Screed bed or bedding layer of mortar 20 mm thick in CM 1:6 for bedding below precast RCC drain as shown in drawing complete all as specified and as directed. |
| 54 | Returning, filling in (excavated soil) including spreading, leveling, watering and well ramming in layers not exceeding 25 cm thick complete |
| 55 | Removal excavated material {soil) to a distance exc 250 m but n.exc 500 m and depositing where directed at a level n.exc 1.5m above the starting point apporoved earth completed all as directed. Total carried over to BOQ Rs. 568272.12 Signature of Contactor DY Dir(Contracts) Date: For Accepting Officer Schedule 'A' Part-V (SITE CLEARANCE) Item Description of Item Unit Rate (Rs.) Qty Amount (Rs.) |
| 56 | Site clerance work including clearing of shurbs, vegitation, bush, weeds , trees and saplings not exceeding 30 cm in girth (measured at a height of 1 m above GL) and useless material dispossed off upto a distance 50 m outside the periphery of area complete all as specifiedand as directed. Total carried over to BOQ Rs. 22375.0 Signature of Contactor Dy Dir /AD (Contracts) Date: For Accepting Officer |
AI Tender Summary
Tender Timeline
Sep 18, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 23, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 30 daysOct 30, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 37 daysTender Documents
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