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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.6 LAccepted-AOC AIR FORCE ROAD NEAR BRIDEES CORP KHELTIWADI RATIY N 9306 JAMNAGAR GUJARAT 361 006 | JAMNAGAR | JAMNAGAR | GUJARAT | 361006 | ₹36.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹39.9 LRejected-Finance | ₹39.9 L | L2 | Rejected-Finance L2 |
| 3 | L3₹42.3 LRejected-Finance NO 2 GF AKSHAYRAJ APARTMENT JUBILEE CIRCLE BHUJ 370 001 | BHUJ | KACHCHH | GUJARAT | 370001 | ₹42.3 L | L3 | Rejected-Finance L3 |
| 4 | L4₹43.6 LRejected-Finance | ₹43.6 L | L4 | Rejected-Finance L4 |
| 5 | L5₹45.4 LRejected-Finance | ₹45.4 L | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | SohanandCompany L1 | Sagathiya Builders L2 | Indice Technologies L5 | Jagdamba Engineering L4 | M/s. Ambabhai K patel L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches n.exc 1.50 mtr wide and n.exc 1.50 mtr in depth for foundation etc or shafts, wells cesspits, manholes, pier holes etc n.exc 10 sqm on plan and getting out in Hard/dense soil all as specified and directed | 80 | Cubic Metre | 350 ₹28,000 | 400 ₹32,000 | 550 ₹44,000 | 450 ₹36,000 | 100 ₹8,000 |
| 2.00 | Excavation in trenches exc 1.50 mtr but n.exc 3.00 mtr in dpeth for foundation etc or shafts, wells cesspits, manholes, pier holes etc n.exc 10 sqm on plan and getting out in hard/dense soil all as specified and directed | 14.93 | Cubic Metre | 400 ₹5,972 | 500 ₹7,465 | 700 ₹10,451 | 570 ₹8,510.10 | 120 ₹1,791.60 |
| 3.00 | Returning filling in including spreading, levelling, watering and well ramming in layer n.exc 25cm in layer all as specified and directed | 35 | Cubic Metre | 100 ₹3,500 | 100 ₹3,500 | 110 ₹3,850 | 120 ₹4,200 | 80 ₹2,800 |
| 4.00 | Removing excavated soil to a distance exceeding 1 Km & n.exc 1.50 km and depositing where directed at a level n.exc 1.50 mtr above the starting point complete | 60 | Cubic Metre | 400 ₹24,000 | 200 ₹12,000 | 220 ₹13,200 | 250 ₹15,000 | 85 ₹5,100 |
| 5.00 | Dismantling and breaking up 150 to 450 mm dia (salt glazed ware, AC or Reinforced concrete) set in cement mortar, including PCC packing under hunching against the sides of bed and complete PCC of bed all as specified | 380 | Running Metre | 45 ₹17,100 | 50 ₹19,000 | 100 ₹38,000 | 75 ₹28,500 | 225 ₹85,500 |
| 6.00 | S&F 150mm dia reinforced concrete pipes, class NP2, laid and jointed in cement mortar 1:2 complete with collars as specified and directed | 320 | Running Metre | 520 ₹1.7 L | 500 ₹1.6 L | 350 ₹1.1 L | 365 ₹1.2 L | 450 ₹1.4 L |
| 7.00 | S&F 300mm dia reinforced concrete pipes, class NP 2, laid and jointed in cement mortar 1:2 complete with collars | 45 | Running Metre | 950 ₹42,750 | 650 ₹29,250 | 770 ₹34,650 | 800 ₹36,000 | 850 ₹38,250 |
| 8.00 | S&F 450mm dia reinforced concrete pipes, class NP 2, laid and jointed in cement mortar 1:2 complete with collars | 15 | Running Metre | 120 ₹1,800 | 1,800 ₹27,000 | 860 ₹12,900 | 1,000 ₹15,000 | 950 ₹14,250 |
| 9.00 | M&L PCC 1:4:8 type D2 (using 40mm graded aggregate ) in packing under and haunching against the side of RCC hume drain pipes of 150mm dia bore after they are laid and tested | 320 | Running Metre | 140 ₹44,800 | 330 ₹1.1 L | 400 ₹1.3 L | 330 ₹1.1 L | 350 ₹1.1 L |
| 10.00 | M&L PCC 1:4:8 type D2 (using 40mm graded aggregate ) in packing under and haunching against the side of RCC hume drain pipes of 300mm dia bore after they are laid and tested | 45 | Running Metre | 140 ₹6,300 | 450 ₹20,250 | 570 ₹25,650 | 555 ₹24,975 | 450 ₹20,250 |
Updated dates
Tender Value
₹43 L
EMD Value
₹86,000
Closing Date
3 Apr 2026, 6:00 pmClosed
Lt Col Sumukh Swaroop
Military Engineer Service Garrison Engineer (AF) No.1 Air Force Station No 1 Jamnagar 361003
SPECIAL REPAIRS TO MONSOON DRAINS, SEWAGE LINE IN DOMESTIC AREA AND SHOPPING COMPLEX AT AF STN JAMNAGAR UNDER GE (AF) JAMNAGAR NO 1
2026_MES_755285_1
8397/E8
Open Tender
Miscellaneous Works
180 days
Samana under GE (AF) Jamnagar No 1
6 documents required · 6 mandatory
₹500
GE (AF) Jamnagar No 1
₹86,000
Yes
27 May 2026
6 Mar 2026
4 Apr 2026
6 Mar 2026
3 Apr 2026
20 Mar 2026
Excavation in trenches n.exc 1.50 mtr wide and n.exc 1.50 mtr in depth for foundation etc or shafts, wells cesspits, manholes, pier holes etc n.exc 10 sqm on plan and getting out in Hard/dense soil all as specified and directed
Excavation in trenches exc 1.50 mtr but n.exc 3.00 mtr in dpeth for foundation etc or shafts, wells cesspits, manholes, pier holes etc n.exc 10 sqm on plan and getting out in hard/dense soil all as specified and directed
Returning filling in including spreading, levelling, watering and well ramming in layer n.exc 25cm in layer all as specified and directed
Removing excavated soil to a distance exceeding 1 Km & n.exc 1.50 km and depositing where directed at a level n.exc 1.50 mtr above the starting point complete
Dismantling and breaking up 150 to 450 mm dia (salt glazed ware, AC or Reinforced concrete) set in cement mortar, including PCC packing under hunching against the sides of bed and complete PCC of bed all as specified
S&F 150mm dia reinforced concrete pipes, class NP2, laid and jointed in cement mortar 1:2 complete with collars as specified and directed
S&F 300mm dia reinforced concrete pipes, class NP 2, laid and jointed in cement mortar 1:2 complete with collars
S&F 450mm dia reinforced concrete pipes, class NP 2, laid and jointed in cement mortar 1:2 complete with collars
M&L PCC 1:4:8 type D2 (using 40mm graded aggregate ) in packing under and haunching against the side of RCC hume drain pipes of 150mm dia bore after they are laid and tested
M&L PCC 1:4:8 type D2 (using 40mm graded aggregate ) in packing under and haunching against the side of RCC hume drain pipes of 300mm dia bore after they are laid and tested
M&L PCC 1:4:8 type D2 (using 40mm graded aggregate ) in packing under and haunching against the side of RCC hume drain pipes of 450mm dia bore after they are laid and tested
Demolition of brick / stone / PCC block masonry / RCC Jalli build/fixed in cement mortar or cement lime mortar including all quoins, arches, pillars, etc, including ashlar facings, dressed stonework and precast concrete articles all as specified and as directed.
M&L for providing precast cement concrete (1:5:8) (using 20mm graded stone aggregate) solid building blocks exe 10 cm thick, in width (with plain or inter locking joints as directed) setting in CM 1:6 complete in wall or pillars all as specified and directed.
M&L for rendering 15 mm thick on stone masonary/brick / concrete surface of walls in cement mortar 1:4 complete all as spd and directed
M&L for preperation of new surfaces of wall and applying two coat of Cement base paint complete all as specified and as directed by Engr-In-Charge.
M&L for applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal esistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces
Demolition of cement concrete is reinforced of any description and in any position not otherwise specifically provided for complete all as specified and directed by Engineer in Charge (reinforcement cut as required to facilitate demolition)
M&L for RCC 1:2:4 type B1 using 20 mm graded stone aggregates as Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves, culvert, cover slabs (for man holes/drain etc.) and similar articles with plain faces including any type of formwork /moulds etc complete all as specified. Note:- Reinforcement steel will be measured & paid separately
M&L for mild steel TMT bars 6 to 8mm dia to length bent to shape and required including cranking bending spirally for hoping for columns hooking ends and binding with and including mild steel wire n. less than .9mm dia or securing with clips complete.
M&L for mild steel TMT bars 10 mm dia and over cut to length bent to shape and required including cranking bending spirally for hoping for columns hooking ends and binding with and including mild steel wire n. less than .9mm dia or securing with clips complete.
Demolition of Concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed by Engineer in Charge
S & F Low density polyethylene pipes (LDPE) 50 mm of pressure rating 6 kgf/cm2 fixed complete to walls, ceilings or in floors etc
M & L Hardcore of Broken stone or 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
M&L for providing cement concrete type D-2, 1:4:8 (using 40mm graded aggregate) as in fdn filling and mass concrete etc complete.
M&L for providing cement concrete type B-1, 1:2:4 (using 20mm graded aggregate) in roof kerbs or mud stops, rounded or chamfered on edges, coping and the like bands etc including weathering, sightly rounded or chamfered angles and thoating,form work (Straight or curved) as directed.
M&L for 75 mm thick Cement concrete type D-2, 1:4:8 (40mm graded aggregate) as in subbase of floor / hard standing/Path ,etc complete all as specified & directed.
M&L for 75 mm thick Cement concrete type B- 2, 1:2:4 (20mm graded aggregate) as in floor / hard standing/Path ,etc complete all as specified & directed.
M&L for 75 mm thick Cement concrete type C- 2, 1:3:6 (40mm graded aggregate) as in plinth protection etc complete all as specified and directed.
M&L for Forming construction joints 30mm deep x 10mm wide filled with sealing compound Grade B etc complete all as specified and as directed by Engr-in-Charge.
Taking up or down 20mm dia steel tubing and connections, including cleaning for refixing or removal from site complete all as spd and directed
S&F 32mm outer dia CPVC pipes SDR 11 & plain CPVC SDR 11 fittings on walls/ceiling or laying in floors complete all as specified and directed
Dismantling water tanks exc 250 ltr and n.exc 500 ltr and removing to store complete all as spd and directed
S&F 500 ltrs capacity double layer, rotational molded, polythene water storage tank (Cylindrical vertical with closed top) hoisted incl all fitting such as connection pieces with GI tank nipple for inlet, outlet,washout and overflow etc complete all as specified and as directed.
Dismantling water tanks exc 500 ltr and n.exc 1000 ltr and removing to store complete all as specified and directed
S&F 1000 ltrs capacity double layer, rotational molded, polythene water storage tank (Cylindrical vertical with closed top) hoisted incl all fitting such as connection pieces with GI tank nipple for inlet, outlet, washout and overflow etc complete all as specified and as directed.
S&F in repair cover lid for 300/500/1000 ltr polythene water storage tank as required complete all as specified and directed by Engineer-in-Charge
S&F in repair 25mm dia Ball brass valves, high pressure, with polythene float and flynut complete, screwed for iron pipe or brass ferrule and fixed complete all as specified and directed
Dismantling Stone slabs and tiles of any description or thickness in floors,aprons etc laid bedded and pointed in any mortar including removal of debries from the premise complete all as spd and directed.
M&L for Screed bed or bedding layer of mortar 15 mm thick for laying floor finishes in CM 1:6 complete all as spd and directed
M&L for Rubber moulded chequered cement concrete tile with white cement and pigment (of approved tint) of size 30 cm x 30 cm x 25 mm thick set, jointed and pointed in neat cement slurry in floors complete.
Dismantling Stone slabs and tiles of any description or thickness in floors,aprons etc laid dry or laid dry and pointed including removal of debries from the premise complete all as spd and directed.
M&L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness M-35 Grade with grey cement and pigment including laying over 20mm thick sand cushning withcomplete all as specified and as directed by Engr-in-Charge.
S & F Low density polyethylene pipes (LDPE) 100 mm of pressure rating 6 kgf/cm2 fixed complete to walls, ceilings or in floors etc
Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc.complete all as specified & directed.
Extra for forming fair finished drain or channel 35 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc.complete all as specified & directed.
Extra for forming fair finished drain or channel 40 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc.complete all as specified & directed.
M&L in repair for Machine pressed precast concrete interlocking paver block (except tiles) any shape and size confirming to IS 15658-2006 of 80 mm thickness M-35 Grade with grey cement and pigment including laying over 20mm thick sand cushning complete all as specified and as directed by Engr-in-Charge.
Dismantling wrought iron or mild steel work of any description not otherwise specifically provided for complete all as specified & directed.
S & F framed work as in doors or gates or grills, grating of angle, channel, hollow section or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges; also fastening and fixing confirming to Fe-410- W(Gde-E-250) quality-A complete
M&L for complete removal of existing treatment of any thickness laid over RCC/Roof chajja cleaning and washing of roof with water to remove dust etc as preparation to receive treatment, brooming down or steel wire brushing, scraping down smoke soot, mouls, moss and efflorescent salts and treating oil and greasy spots complete all as specified and as directed.
M&L for brushing neat cement slurry with 3.0kg of cement per sq. metre complete all as specified and directed.
M&L for PCC in roof pading, coving,filling and mass concrete 1:3:6 type C-1, (using 20mm graded stone aggregate) complete all as specified and directed
M&L for plastering/screed 10mm thick on concrete surface in CM 1:4, finishing the surface even and smooth without using extra cement, including mixing only liquid water proofing compound as per manufacture instruction complete all as specified and directed Note WPC will be measured & paid separately.
Supply only integral water proofing chemical @ 200ml/Bag of cement complete all as specified and directed.
M&L for water proofing treatment to RCC roof slab all as specified below and as directed:- (a) Apply one coat of glass fibre base bitumen felt primer, grade 2 @ 0.25 Kg/Sqm. (b) Laying APP based ploymeric membrane 3mm thick, minimum wt 3.00 kg/Sqm reinforced with polyester non-wove fabric (weighing not less than 150gms/Sqm ) uniformly embedded during manufacturing process, laid on primed roofs & flashing by forced application having side overlap 100mm and at the end 150mm using Butane torch, and sealing all joints and overlaps (c) Cutting grooves in brick wall, 75mm wide and 65mm deep and shaping horizontal face of groove with cement mortar 1:3, complete all as specified and as directed
M&L for rendering 15 mm thick on stone masonary or concrete surface of walls in cement mortar 1:6 finished complete all as spd and directed
M&L for preparation of newly plastered wall surface and applying 2mm thick wall care putty for making smooth surface and applying two coat of oil bound distemper, complete all as specified.
M & L rendering 10 mm thick in patches on fair faces of brick or concrete surfaces in CM 1:3 as on ceiling, facia roof projection etc finished even and smooth without using extra cement as directed by Engineer-in-Charge.
M &L 2 coats of oil bound distemper on new surfaces of ceiling including preparation to distempering to match with existing work complete all as specified and directed
M & L for preparing old decorated wall /soffit/chajja/fins etc. surfaces, plastered or unplastered and applying one coat of acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489 : 2004, alkali & fungal resistance, dirt resistance exterior paint of required shade (company Depot tinted) with silicon additives complete all as specified and as directed by Engr-In-Charge.
M&L for complete removal of existing treatment from old decorated wall surface and applying two coat distemper oil emulsion over smooth surface of wall by applying 2mm thick wall care putty complete all as specified.
M&L for Preparation of old distempered / decorated surfaces of ceiling and applying Two coat of Distemper oil emulsion complete as specified and directed.
S&F in repair 20mm dia Ball valves high pressure of PTMT with epoxy coated Aluminium rod & highdensity plastic ball screwed for iron pipe and fixed. (Minimum weight 15mm-142gms/ 2 0mm-210gms./ 25mm-455gms/ 40mm - 690 gms) complete all as specified and directed
S&F in repair 32mm Gun-metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipe and fixed all as specified and directed by Engineer-in-Charge
Taking down chowkhats or frame exc 1.5 Sqm but n.exc 4 Sqm each with shutters of any description (W/out taking off shutters from the frames) and removal from site complete all as specified and directed Engineer-in-Charge
S&F powder coated aluminium (minimum thickness of powder coating 50 micron) work for doors, windows, ventilators and partitions (Fixed portions) with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/ paneling, C.P. brass/ steel screws, all complete as per architectural drawings and the directions of Engineer-in-Charge
S&F aluminium door shutters powder coating of any color ( thickness of powder coating not less than 50 micron), alumimnium section weighing min. 0.55 Kg/m including necessary joining cleats, glazing clips, rubbers packing, handles 2 Nos in each door, hinges, anodised aluminium snap beading, screws etc complete all as specified.directed by Engineer - in - Charge.
S&F 12 mm prelaminated particle board, interior grade, prelaminated both sides with decorative choice laminations complete all as specified and directed by Engineer-in-Charge
S&F sheet glass 4 mm thick ordinary quality (plain/floated/ frosted) and glazing with oil putty / wooden beads / aluminium glazing clip in square exc. 0.5 sqm in each pane complete all as specified & directed.
S & F floor door stopper 140mm size of aluminium alloy body and tounge, anodised, with hard drawn steel spring complete all as specified and directed by Engineer-in-Charge
S&F door closer hydraulically regulated designation No 2, aluminium (Die cast) body, universal type suitable for door shutters of 701 to 850 mm in width and of weight between 36 to 60 Kg fixed complete all as specified & directed.
S&F for brass 4 lever mortice lock, vertical type, size 100 mm brass 4 lever complete all as specified& directed
Dismantling wrought iron or mild steel work of any description not otherwise provided for.
S&F mild steel framed work such as grills, gratings etc with ends of bars shouldered and / or riveted or forged into spiked framed guard bars barred iron doors ladders framed blasters walkways railings framework of water tanks and similar work conforming to Fe 290 Grade E-165
M&L for preparation of new steel surfaces over 10 cm in width or girth and applying two coat of synthetic enamel paint over one coat of red oxide.
M&L for prepration of old painted steel or Iron surfaces, exc 10 cm width or girth and applying one coat of synthetic enamel paint etc. all as specified and as directed by Engineer-In-Charge.
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