Tender For Provn Of Additional Output Capacity For Overhead Filling Point Alongwith Certain Work At Various Location Under Af Station Phalodi
Tender Value
Ref. Documents
Estimated cost
Bid Submission
17 Sep 2026
4 days left
EMD
63220
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jodhpur → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provn Of Additional Output Capacity For Overhead Filling Point Alongwith Certain Work At Various Location Under Af Station Phalodi
BOQ
| Sl. No. | Item Description |
| 1 | Item Rate BoQ BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: Garrison Engineer (AF), Air Force Station, Phalodi Name of Work : PROVN OF ADDITIONAL OUTPUT CAPACITY FOR OVERHEAD FILLING POINT ALONGWITH CERTAIN WORK AT VARIOUS LOCATION UNDER AF STATION PHALODI Contract No: GE (AF) PHALODI/ OF 2026-27 Serial Page No. Bidder Name : SCHEDULE 'A'(BOQ)(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only ) NUMBER # TEXT TEXT # NUMBER TEXT NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER NUMBER # TEXT Srl.No. Item Description Item Code / Make Approx No of Units reqd Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words |
| 2 | Surface excavation n.exc(not exceeding) 30 cm deep and averaging 15cmdeep and getting out in soft disintegrated rock complete all as specified and directed.Note:- Any excavation in SDR/Loose soil/PCC/Hardstanding/Interlocking tiles/Bituminous pavement shall be carried out by manual mode only irrespective of Tech/Residential area. In case of mechanical excavation engaged by the contractor, any fault due to rupturing of communication/power/any other utility lines shall be rectified by appropriate joint as per direction of Engr-in-Charge/GE/Stn Auth as deemed fir and no extra cost will be paid in this respect. |
| 3 | Removing excavated mateerial n. exc. 50 m and depositing where directed at a level n. exc. 1.5 m above the starting point in soil complete all as specified and directed.Note:- Any excavation in SDR/Loose soil/PCC/Hardstanding/Interlocking tiles/Bituminous pavement shall be carried out by manual mode only irrespective of Tech/Residential area. In case of mechanical excavation engaged by the contractor, any fault due to rupturing of communication/power/any other utility lines shall be rectified by appropriate joint as per direction of Engr-in-Charge/GE/Stn Auth as deemed fir and no extra cost will be paid in this respect. |
| 4 | M&L for returning, filling incl spreading levelling watering and well ramming in layers n.exc 25 cm as in sof disintegrated rock complete all as specified and directed. |
| 5 | Demolition of cement concrete of any description in any position not otherwise specifically provided for complete all as specified and directed. |
| 6 | Demolition of brick work /stone masonry/pcc block masonry built in cement mortar of any description complete all as specified and directed. |
| 7 | Demolition of cement concrete (un-reinforced) in ground floors and pavings not exc 15 cm thickness (below or above ground level) complete all as specified and directed. |
| 8 | M&L broken stone boulders 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. |
| 9 | Cement concrete (1:4:8) type D2 (using 40mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and directed. |
| 10 | M&L for Cement concrete (1:2:4) type B0 (using 12.50mm graded stone aggregate) 40mm thick surface finised even and Chequred finish without using extra cement. complete all as specified and directed. |
| 11 | M&L for Cement concrete work in pavement/ hard-standing of flexural strength 40 kg/per square centimetre in floors having design mix using 400 kg of cement per cubic metre thickness of concrete 25 cm or less complete all as specified and directed. |
| 12 | M&L for Cement concrete (1:2:4) type B2 (using 40 mm graded stone aggregate) 75mm thick surface finised even and rough without using extra cement complete all as specified and directed. |
| 13 | M&L for PCC (1:3:6) ,type C1 using 20mm graded stone aggregate as in solid block masonry exc.100mm thick and built in CM(1:4) complete all as specified and directed. |
| 14 | M&L for design mix RCC M25 (using 20mm graded stone aggregate) in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed. |
| 15 | M&L for design mix RCC M25 (using 20mm graded stone aggregate) in slab supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as pecified and directed. |
| 16 | S&F TMT bars 10mm dia & 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 and directed. |
| 17 | -Ditto- all as above item No. 15 but for stirrups complete all as specified and directed. |
| 18 | Form work for soffit and sides of floor or roof beams, beam haunchings, girderss, ressummers, linterls, cnatilevers, shelves flat items including edges rough finished surface of concrete flat complete all as specified and directed. |
| 19 | Form work to soffit of suspended slabs such as roof slabs, floor slabs, landings and similar work not exceeding 200mm thick (Horizontal or slopine) rough finished surface of concrete flat complete all as specified and directed. |
| 20 | Form work to edge of concrete flats exceeding 10cm but not exc 20cm wide complete all as specified and directed. |
| 21 | M&L for Rendering 5mm thick in (1:3) cm on fair faces of ceiling and finishing even and smooth without using extra cement complete all as specified and directed. |
| 22 | M&L for Rendering 15mm thick in (1:6) CM on fair faces of brick work or concrete surfaces of walls and finishing even and smooth without using extra cement complete all as specified and directed. |
| 23 | M&L for Forming 20mm thick expainsion joints in 150mm thick concrete slab filled with pre-formed bituminous filler and top 30mm primedand sealed with sealing compound,Grade 'A' complete all as specified and directed. |
| 24 | Supply only lilquid water proofing compound complete all as specified and directed. |
| 25 | M&L for Preparation of new surfaces of Walls and application of three coats of white washing complete all as specified and directed. |
| 26 | M&L for 100 mm thick PCC type D-2 (1:4:8) using 40mm graded agg as in flooring in sub floor complete all as specified and directed . |
| 27 | M& L for sand filling under for laying paver block complete all as specified and directed. |
| 28 | M&L for machine pressed precast concrete interlocking paver block 80 mm thick rubber molded any shape and size confirming to IS 15658-2006 of 80mm thickness M-40 grade with grey cement and pigment over sand complete all as specified and directed. |
| 29 | Excavation in trenches not exceeding 1.5m wide and n exc 1.5m in depth for foundations, laying of pipes etc and not exceeding 10 Sqm on plan for manhole etc and not exceeding 1.5 meter in depth and getting out in Soft disintegrated rock complete all as specified and directed.Note:- Any excavation in SDR/Loose soil/PCC/Hardstanding/Interlocking tiles/Bituminous pavement shall be carried out by manual mode only irrespective of Tech/Residential area. In case of mechanical excavation engaged by the contractor, any fault due to rupturing of communication/power/any other utility lines shall be rectified by appropriate joint as per direction of Engr-in-Charge/GE/Stn Auth as deemed fir and no extra cost will be paid in this respect. |
| 30 | M&L for Reinforced concrete 450mm dia pipes, class NP3, laid in treches & jointed in cm 1:1 complete with collars complete all as specified and directed. |
| 31 | M&L for plain cement concrete type C1 (1:3:6) (20mm graded stone aggregate) as in copings complete all as specified and directed. |
| 32 | M&L for plain cement concrete type B1 (1:2:4) (20mm graded stone aggregate) as in benching, of manholes or silmiliar finishing surfaces of concrete complete all as specified and directed |
| 33 | M & L Framed work such as grills,gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified and directed |
| 34 | Excavation in trenches, n exc 1.5 m wide and n exc 1.5 m in depth or n exc 10 Sqm on plan and n exc 1.5 m in depth & getting out,for laying underground cable, pipe lines etc. in soft/ loose soil, complete all as specified & directed.Note:- Any excavation in SDR/Loose soil/PCC/Hardstanding/Interlocking tiles/Bituminous pavement shall be carried out by manual mode only irrespective of Tech/Residential area. In case of mechanical excavation engaged by the contractor, any fault due to rupturing of communication/power/any other utility lines shall be rectified by appropriate joint as per direction of Engr-in-Charge/GE/Stn Auth as deemed fir and no extra cost will be paid in this respect. |
| 35 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cms thick in soft / loose or hard dence soil complete all as specified and directed. |
| 36 | Removing excavated surplus material to a distance not exceeding 50 mtr and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed. |
| 37 | Supply & spread unwashed Crushed stone sand for sand cushioning for covering the under ground cable in trenches complete all as specified and directed. (Note :- Punning thickness shall be measured.) |
| 38 | Supplying and laying un-reinforced precast concrete cable cover, Class LV, Type I, flat, size 250 mm x 150mm x 40mm across the cable in trenches complete all as specified and directed. |
| 39 | Supply and fixing of Over Head filling Point GI Pipe 150 MM Medium Grade delivery piping through SWT by giving reinforcement with GI pipes/ Angles through fasteners , welding and painting of pipe and PCC Foundation of size 600mmx600mmx600 mm complete as specified and directed. |
| 40 | supply and Install Centrigugal pump Pumping sets, , electric driven, 20 HP /15 KW,three phase,30 mtr head,Discharge 6000 LPM including PCC foundation and suitable angle iron work for fixing complete as specified and directed. |
| 41 | Supply, install, testing and commissioning factory made (CPRI test certified) LT panel box out door type platform mounted suitable for 415 volt , 3 phases, 4 wire , 50 Hz AC supply system all as specified and directed having busbar chamber with insulated AL installed on percelain insulators, the panel shall be dust and vermin proof double door made of 3.15 mm CRCA MS sheet outer & inner 3.15 mm thick and individual compartment for MCCB/MCB & volt/Amps meter and 50 x 50 x 5 mm thick angle iron and 0.75 m long for base frame work.The complete feeder pillar box should be 7 tank process painting, powder coated including internal wiring with PVC insulated solid copper conductor FRLS cables appropriate size . Front and back opening type with approx size for cable entry with cable gland and double door shutter including locking arrangement with L drop mechanism system as per manufacturers complete all as specified and directed.(a) Digital Voltmeter size 96 x 96 mm, 0-600 volts with selector switch - 01 No.(b) Digital Ammeter size 96 x 96 mm 0-400 Amps, CTs, CTR 0-400 Amps with selector switch - 01 No.(c) Busbar alluminium 300 A capacity for phase & neutral -04 No.Note: panel mounted on 45 cm height pcc platform above ground level and 0.15 below ground level |
| 42 | S & F of automatic star delta DOL motor starter in steel sheet enclosure AC 3 phase, 415 Volts, 50 Hz type MUG with single phase preventer, dry run preventer, overload protection, reverese phase protection suitable for 20 HP Centrigugal pump set fixing on Wall/Panel complete all as specified and directed. |
| 43 | S&F XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area 50 sq. mm 3.5 core. complete all as specified & as directed.Note:- (i) Cable may be laid in trenches, under road, across the Nallah, along poles/walls and ducts etc.(ii) Excavation, earthwork, sand cushioning, cable cover, pipe for cable protection to be measured and paid separately. |
| 44 | M & L Earthing complete with galvanised\steel earth plate electrode 60cm×60cm.× 6mm thick, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less than 1.5 metres below normal ground level, connected to galvanised earth lead Strip 25x4 mm by means of bolts, nuts, check nuts and washers of galvanised iron or steel all as shown in electrical plate No. 3 connected to earthing test point all as specified or indicated including testing on complete all as specified and directed. |
| 45 | M & L for Over Head filling Point delivery piping at strategic location SWTs by fixing flexible canvas piping @ 150mm dia and 1500 mm length complete as specified and directed. |
| 46 | M & L for Supply, install, connecting and testing of 150 mm bore sluice valve, class PN- 1.6 flanged ends, with CI body, wheel and brass spindle and nuts etc, non rising type IS- 14846:2000 marked including jointing materials i.e. rubber gaskets, nuts, bolts etc complete all as specified and directed. |
| 47 | Supply, install, connecting and testing in replacement of ball/ Butterfly type, non return valve size 150 mm bore, (as per IS 5312), cast iron body, flanged ends, Valve seat steel rings (LT bronze) and fasteners stainless steel of ISI marked including jointing materials i.e rubber or fibre board, gaskets, nuts, bolts etc., complete all as specified and directed. |
| 48 | Supplying, laying & jointing submersible cable flat type, copper conductor of size 10 Sqmm 3 core complete all as specified & as directed. Total in Figures 0.0 23 INR Zero Only 4.0 Construction of chamber for 100mm sluice plates item5 10.0 Nos Quoted Rate in Figures Select 0.0 0.0 Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 21, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysSep 19, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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