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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.8 LAccepted-AOC 186 D STREET NO 7 GREEN CITY RANJIT SAGAR ROAD NEAR ARMY STATION JAMNAGAR 362 225 | JAMNAGAR | JAMNAGAR | GUJARAT | 362225 | L1 | Accepted-AOC BEING L1 | |
| 2 | L2₹9.4 L+₹50,265 (5.65%)Rejected-Finance PLOT NO 626 627 GIDC BEHIND GANGOTRI DIARY PORBANDAR 360 577 | PORBANDAR | GUJARAT | 360577 | L2 | Rejected-Finance Being L2 | |
| 3 | L3₹9.4 L+₹52,433 (5.90%)Rejected-Finance 58 MODERN MARKET NEAR AMBER CINEMA JAMNAGAR | JAMNAGAR | L3 | Rejected-Finance Being L3 |
| Sl No | Description | Qty | Unit | M/S. P.M GODHANIYA L2 | fakhrie apostrical L3 | SAPPERS CONSTRUCTION L1 |
|---|---|---|---|---|---|---|
| 0.00Schedule 'A' | ||||||
| 1.00 | Material & Labour for Preparing old black top surfaces by brushing with steel wire brushes for removing caked/mud, fine bajri etc., sweeping with brooms finally fanning the cleaned surfaces with mechanical hydraulic operated Air compressor device to remove all loose dirt etc., complete all as specified and directed by Engineer-in-Charge. | 20 | Ten Square Metre | 450 ₹9,000 | 362 ₹7,240 | 300 ₹6,000 Lowest |
| 2.00 | Material & Labour for Brushing neat cement slurry with 4.0 kg of cement per 10 square metre on bituminous surface, complete all as specified and directed by Engineer-in-Charge. | 200 | Square Metre | 75 ₹15,000 | 40 ₹8,000 Lowest | 60 ₹12,000 |
| 3.00 | Material & Labour for 10mm thick sand cushion with clean river sand duly clear of residual, organic and deleterious materials spread evenly to uniform thickness laid over DLC layer, complete all as specified and directed by Engineer-in-Charge. | 2 | Cubic Metre | 2,100 ₹4,200 | 2,245 ₹4,490 | 1,995 ₹3,990 Lowest |
| 4.00 | Supply and laying 400 micron thick HDPE sheet (Virgin Quality) water proof, wrinkle free without puncture having minimum weight 390gm/Sqm sand cushion as specified in the design with overlap between adjacent strips and at transverse joints as minimum 300mm, complete all as specified and directed by Engineer-in-Charge. | 200 | Square Metre | 90 ₹18,000 | 69 ₹13,800 Lowest | 80 ₹16,000 |
| 5.00 | Material & Labour for Pavement quality concrete(PQC) as in TWT (Thin White Topping) of minimum 28 days field Flexural strength or Modulus of rupture of the concrete 4.5 Mpa which corresponds to the minimum grade of concrete M40, Mix shall be designed as per IRC:44 or IS:10262, aggregate gradation as per Table 3 of IRC:15 2017, coarse aggregate of clean , hard strong, dense non-porous and durable pieces of crushed stone or gravel, fine aggregates of clean natural sand or crushed stone sand or combination of both using minimum 360 kg/cum of cement with non-circular virgin synthetic fibre of 12-18 mm length, specific gravity 1.34 to 1.39, UV stable, alkali resistant, with equivalent dia 15-40 micron, minimum melting temperature as 240°C and minimum tensile strength of 300 Mpa and at the rate as specified by the manufacturer. PQC laid, spread and compacted with slip-form paver of minimum 7.50 m width , including curing and tinning by Texturing cum Curing Machine complete all as specified and directed. Required surface texturing to be done as specified in Clause -, 10. 1.14 and Table~ 9 of IRC' 15-2017, complete all as specified and directed by Engineer-in-Charge. | 40 | Cubic Metre | 9,200 ₹3,68,000 | 9,025 ₹3,61,000 | 8,850 ₹3,54,000 Lowest |
| 6.00 | Material & Labour for Forming 25mm width expansion joint in concrete slab for full depth of PQC/TWT all as pre IRC: 57 2018. Early entry saw and subsequent cutting by using diamond bit cutter of appropriate size. Straight and smooth edges. Join cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil, vegetation and other debris. The join then filled with pre-moulded 25mm thick compressible polyethylene closed cell type filler board as specified thereafter application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minutes before placing the backup rod and pouring the sealant Placing of closed cell medium density, crossed linked polyethylene foam backup rod of 30 mm dia, over filler board and filled with polyurethane based sealant complying with BS-5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) of+/- 30% having minimum 10 year performance guarantee applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per the method specified by the manufacturer, complete all as specified and directed by Engineer-in-Charge. | 3 | Ten Running Metre | 3,300 ₹9,900 Lowest | 3,545 ₹10,635 | 3,800 ₹11,400 |
| 7.00 | Material & Labour for Forming dummy (Contraction/Longitudinal) joints all as mentioned in IRC:57 2018, with an initial saw cut of 3 mm (within 6-18 hours of laying of TWT), upto a depth of 1/3rd the thickness of PQC/TWT the slab, final saw cut to 6 to 10 mm and 1/3rd the thickness of PQC/TWT of the slab deep by using diamond bit cutter of appropriate size straight and smooth edges Joint cleaned thoroughly with application of compressed air. Joint shall be made dry, vacuum cleaned and free of dirt, oil vegetation and other debris. Applying masked tape on the edges of joints and removing the masking tape after filling of sealing compound Grade "B" and heat resistant deboning strips as per the method specified by the manufacturer, complete all as specified and directed by Engineer-in-Charge. | 9 | Ten Running Metre | 2,300 ₹20,700 Lowest | 2,615 ₹23,535 | 2,600 ₹23,400 |
| 8.00 | Supply and fixing cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA strip lens reflector of model No. DA972.0 fixed with and including MS stud of suitable size as per manufactures instructions including taking down old cat eye, complete all as specified and directed by Engineer-in-Charge. | 83 | Each | 500 ₹41,500 | 575 ₹47,725 | 460 ₹38,180 Lowest |
| 9.00 | Supply and fixing solar cat eye aluminium alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/ 0.3 watt one NI-ed rechargeable battery (1.2V/1600MA) consisting of super bright LED with10,000 to 18,000 mcd including taking down old cat eye, complete all as specified and directed by Engineer-in-Charge. | 20 | Each | 3,200 ₹64,000 | 3,200 ₹64,000 | 2,845 ₹56,900 Lowest |
Tender Value
₹8.8 L
EMD Value
₹17,500
Closing Date
23 Feb 2026, 6:00 pmClosed
GE (I) CG PORBANDAR
COAST GUARD DHQ NO 1, OPP BIRLA FACTORY
REPAIR TO ROADS PAINTING AND ROAD FURNITURE AT ICGS VERAVAL AND OKHA UNDER GE (I) CG PORBANDAR
2026_MES_750948_1
8115A/E8
Open Tender
Civil Works - Others
Item Rate
180 days
VERAVAL
AS PER NIT
9 documents required · 9 mandatory
₹500
GE (I) CG PORBANDAR
₹17,500
Yes
7 Apr 2026
3 Feb 2026
25 Feb 2026
3 Feb 2026
23 Feb 2026
17 Feb 2026
Schedule 'A'
Material & Labour for Scarifying or picking gravelled macadam or bituminous macadam surface in area not exceeding 400 Sqm and not exceeding 50mm deep, complete all as specified and directed by Engineer-in-Charge.
Rolling and consolidation formation of surfaces in cutting rolling power roller exceeding 8 tonne and not exceeding 12 tonne vibratory power roller, complete all as specified and directed by Engineer-in-Charge.
Material & Labour for removing excavated material to a distance exceeding 1.5 km but not exceeding 5 km and depositing where directed at a level not exceeding 1.5 Metre above the starting point, complete all as specified and directed by Engineer-in-Charge.
Material & Labour for 10mm thick sand cushion with clean river sand duly clear of residual, organic and deleterious materials spread evenly to uniform thickness laid over DLC layer, complete all as specified and directed by Engineer-in-Charge.
Supply and laying 400 micron thick HDPE sheet (Virgin Quality) water proof, wrinkle free without puncture having minimum weight 390gm/Sqm sand cushion as specified in the design with overlap between adjacent strips and at transverse joints as minimum 300mm, complete all as specified and directed by Engineer-in-Charge.
Material & Labour for Pavement quality concrete(PQC) of minimum 28 days field flexural strength of 45Kg/Sqcm or 4.5MPa, aggregate gradation as per table 3 of IRC 15 -2017, coarse aggregate of clean, hard strong, dense, non-porous and durable pieces of crushed stone or gravel fine aggregate of clean natural sand or crushed stone sand or combination of both using minimum 360Kg/cum of cement with non-circular virgin synthetic fibre of 12-18mm length specific gravity 1.34 to 1.39, UV stable alkali resistant with equivalent dia 15-40 micron, minimum melting temperature as 240 degree Celsius and minimum tensile strength of 300 Mpa and at the rate specified by manufacturer, PQC Laid, spread and compacted with slip form paver of minimum width 7.5m width including curing and tinning by texturing cum curing machine complete all as specified and directed. Required surface texturing to be done as specified a specified in clause 10.1.14 and table 9 of IRC 15-2017, complete all as specified and directed by Engineer-in-Charge.
Material & Labour for forming 25mm width expansion joint in concrete slab for full width of PQC. Early entry saw and subsequent cutting by using diamond bit cutter of appropriate size straight and smooth edges. joint cleaned thoroughly with application of compressed air. joit shall be made dry vacuum cleaned and free of dirt, oil, vegetation and other debris. the joint then filled with pre moulded 25mm thick compressible polyethelene closed cell type filler board as specified. Thereafter application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minute before placing the backup rod and pouring the sealant. placing of closed cell medium density crossed linked polyethelene foam backup rod of 30mm dia., over filler board and filled with polyurethane based sealant complying with BS-5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) of +/- 30% having minimum 10 year performance guarantee applying masked tape on edges of joint and removing masking tape after filling of sealant as per method specified by manufacturer, complete all as specified and directed by Engineer-in-Charge.
Material & Labour for forming dummy / contraction joint with an initial saw cut of 3mm soon after the concrete has set, upto a depth of 1/3rd to 1/4th the thickness of slab widening the first saw cut to 6mm and 24mm deep by using diamond bit cutter of appropriate size straight and smooth edges. Joint cleaned thoroughly with application of compressed air. joint shall be made dry vacuum cleaned and free of dirt, oil, vegetation and other debris. Application of two coats of primer with thin brush by forward and backward movement at an interval of 30 minute before placing the backup rod and pouring the sealant. placing of closed cell medium density crossed linked polyethelene foam backup rod of 8 mm dia., application of bond breaker tape on top of backup rod with polyuraethane based sealant complying with BS-5212, BS 4254 and EN-141875-2003 with minimum movement accommodation factor (MAF) of +/- 30% having minimum 10 year performance guarantee applying masked tape on edges of joint and removing masking tape after filling of sealant as per method specified by manufacturer, complete all as specified and directed by Engineer-in-Charge.
Supply and fixing cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA strip lens reflector of model No. DA972.0 fixed with and including MS stud of suitable size as per manufactures instructions including taking down old cat eye, complete all as specified and directed by Engineer-in-Charge.
Supply and fixing solar cat eye aluminium alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/ 0.3 watt one NI-ed rechargeable battery (1.2V/1600MA) consisting of super bright LED with10,000 to 18,000 mcd including taking down old cat eye, complete all as specified and directed by Engineer-in-Charge.
Material & Labour for painting lines, dashes, arrows, letters, marking of 2mm thick & width exceeding 10cm or not 15cm on new surfaces or previously treated road surface with hot applied retro-reflective thermoplastic road marking paint (White / Black, Yellow) confirming to MORTH(Clause 803.4) all as specified with 8% glass beads using special applicator machine with heating arrangement upto 160 degree Centigrade including cleaning and drying the existing road surfaces to ensure dust, oil grease and moisture free surfaces before applying paint, complete all as specified and directed by Engineer-in-Charge.
Material & Labour for Preparation of old painted plastered or concrete surfaces of any description not otherwise described over 10cm width or girth and applying one coat of synthetic enamel paint, complete all as specified and directed by Engineer-in-Charge. Note : Tint / colour of paint shall be one or multi as directed by Engr-in-Charge as per site requirement.
Material & Labour for repair to potholes any depth, not exceeding 1.0 Sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, path, etc., cutting around edges to at least 25mm in depth, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal), complete all as specified and directed by Engineer-in-Charge.
Supply & Fixing in repair metal oval delineator made out of powder coated aluminium oval body fitted with 2 Nos 65mm dia., highly reflective reflectors made out of retro reflective pasted on 50/65mm wide aluminium oval pipe of 600mm height duly powder coated and thermoplastic, complete all as specified and directed by Engineer-in-Charge.
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