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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.8 LAccepted-AOC 0 HISAR HISAR HARYANA 125004 UDYAM HR 06 0052049 | HISAR | HARYANA | 125004 | ₹34.8 L Quoted ₹35.0 L | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹35.2 L+₹22,640.75 (0.65%)Rejected-Finance PLOT NO 3 DIVINE SCHOOL ROAD NEAR BJP KARYALAY PORBANDAR KHAMBHALIYA HIGHWAY BOKHIRA PORBANDAR 360 579 | PORBANDAR | GUJARAT | 360579 | ₹35.2 L+₹22,640.75 (0.65%) | L2 | Rejected-Finance Other than lowest |
| 3 | L3₹35.3 L+₹30,391 (0.87%)Rejected-Finance 103 HARIAKSH PLAZA HOSPITAL ROAD BHUJ KUTCH GUIARAT 370001 | BHUJ | KUTCH | GUJARAT | 370001 | ₹35.3 L+₹30,391 (0.87%) | L3 | Rejected-Finance Other than lowest |
| 4 | L4₹39.3 L+₹4.4 L (12.5%)Rejected-Finance 3 SHITALNATH FLATE 1 NR KHANPUR JAIN TEMPLE OPP BANK OF INDIA SHAHPUR AHMEDABAD GUJARAT 380001 | AHMADABAD | GUJARAT | 380001 | ₹39.3 L+₹4.4 L (12.5%) | L4 | Rejected-Finance Other than lowest |
| 5 | L5₹39.8 L+₹4.8 L (13.7%)Rejected-Finance KUCHHADI VADI VISTAR PORBANDAR GUJARAT 360579 | PORBANDAR | GUJARAT | 360579 | ₹39.8 L+₹4.8 L (13.7%) | L5 | Rejected-Finance Other than lowest |
Tender Value
Refer Docs
EMD Value
₹73,000
Closing Date
14 Jul 2023, 6:00 pmClosed
Shri Prahalad Meena, Offg Garrison Engineer
GE Navy Porbandar Tija Mile Porbandar
Provn of Approach Road to Football Ground and PCC around Sports area at Nausena Bagh under GE Navy Porbandar
2023_MES_593935_2
9196/PBR/E8
Open Tender
Civil Works
Item Rate
180 days
Porbandar
Please refer Tender documents
7 documents required · 7 mandatory
₹500
Garrison Engineer Navy
₹73,000
Yes
31 Aug 2024
30 Jun 2023
17 Jul 2023
30 Jun 2023
14 Jul 2023
7 Jul 2023
30 Jun 2023 - 6 Jul 2023
Amount
Surface excavation not exceeding 30cm deep and averaging 15 cm deep and laying out in hard/ dense soil.
M&L Excavation over areas,n exc 1.5m deep and getting out in hard/dense soil all as specified.
M&L Excavation over areas,n exc 1.5m deep and getting out in Soft/disentegrated rock.
M&L for 150mm thick (compacted thickness ) WBM in two layers (7.5cm each layer ) with granite,trap or basalt coarse aggregate of grading 2 (63 mm to 40 mm ), spread rolled and compacted with power roller 8 to 12 tonne to form required gradient and camber (Note two layers will be measured as one unit).
M&L for soling ( or sub base ) 150mm thick ( spread thickness) in one layer with borken boulders or quarried stone of gauge 63 to 75 mm, interstics filled, surface formed and rolled with power roller 8 to 12 tonne to form a true surfaces and consolidated to required gradient and camber.
M&L cement concrete work in pavement/hard standing of flexural strenght 40 kg/Sqcm in field using 400 Kg of cement per cubic metre,thickness of concrete 20 cm including formwork.
M &L Forming 20mm thick expansion joints filled with preformed bitumenous filler and top 30mm primed and sealed with sealing compound, grade 'B', 200 mm thickness complete all as specified and directed.
M&L Forming contraction (Dummy) joint for 65mm deep x 10mm wide, filled with sealing compound, Grade-'B', complete all as specified and directed.
M&L Finishing surfaces of concrete roads, pavements, by brooming. Complete all as specified and directed.
S&F reinforced concrete pipe 250mm dia class NP2, laid and jointed complete with collers complete all as specified and directed.
M&L Concrete bed to drain pipe of 250mm dia including packing under and completely surrounding pipes with concrete after they are laid and tested; in cement concrete 1:4:8,type D2, complete all as specified and directed.
Removing excavated material exc. 250m but n exc. 500m and depositing in hard/dense soil as directed.
Removing excavated material exc. 250m but n exc. 500m and depositing in soft/disentegrated rock as directed.
.Plain Cement concrete type D 2, 1:4:8 (using 40 mm graded stone aggregate) 75mm thick as in sub base complete all as specified and as directed.
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete.
Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80mm thick M-40 Grade, with grey cement and pigment complete all as specified and as directed.
Dry sand filling under floors or in foundations including watering and consolidation all as specified abd as directed.
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