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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAccepted-AOC | ₹1.5 Cr | L1 | Accepted-AOC Being lowest bidder |
| 2 | L2₹1.6 Cr+₹13.7 L (9.08%)Rejected-Finance 103 HARIAKSH PLAZA HOSPITAL ROAD BHUJ KUTCH GUIARAT 370001 | BHUJ | KUTCH | GUJARAT | 370001 | ₹1.6 Cr+₹13.7 L (9.08%) | L2 | Rejected-Finance Being not lowest bidder |
| 3 | L3₹1.7 Cr+₹15.2 L (10.1%)Rejected-Finance HN 34 WARD NO 2 AT AND PO HINAUTI TEHSIL SIHAWAL DISTT SIDHI M P | SIDHI | MADHYA PRADESH | 486670 | ₹1.7 Cr+₹15.2 L (10.1%) | L3 | Rejected-Finance Being not lowest bidder |
| 4 | L4₹1.7 Cr+₹19.9 L (13.2%)Rejected-Finance | ₹1.7 Cr+₹19.9 L (13.2%) | L4 | Rejected-Finance Being not lowest bidder |
| 5 | L5₹1.9 Cr+₹41.6 L (27.6%)Rejected-Finance | ₹1.9 Cr+₹41.6 L (27.6%) | L5 | Rejected-Finance Being not lowest bidder |
Tender Value
₹2.3 Cr
EMD Value
₹3.0 L
Closing Date
3 Oct 2020, 6:00 pmClosed
CE Jodhpur Zone
HQ CE Jodhpur Zone
PROVN OF OVERHEAD WATER TANK AT JAMNAGAR (JOB NO 01/AMWP/JAMNAGAR/2019-20)
2020_MES_368625_1
800479/JMR/2020-21/E8
Open Tender
Civil Works
Lump-sum
365 days
Jamnagar
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,000
AGE (I) (A) Jamnagar
₹3.0 L
Yes
Jodhpur
11 Nov 2020
12 Aug 2020
5 Oct 2020
12 Aug 2020
3 Oct 2020
18 Sept 2020
21 Aug 2020
Amount
Lump sum price worked out by the contractor for "BUILDING WORKS" as listed in Schedule ‘A’ Part-I representing percentage ( + or - denomination) derived under last column of this schedule above/below the lump sum price prepriced by the MES B/F from Ser Page No 27 (R)
Lump sum price worked out by the contractor for "SITE CLEARANCE, EXCAVATION & EARTH WORK" as listed in Schedule ‘A’ Part-II representing percentage ( + or - denomination) derived under last column of this schedule above/below the lump sum price prepriced by the MES B/F from Ser Page No 28(R)
Lump sum price worked out by the contractor for "ROAD, PATH, & CULVERT" as listed in Schedule ‘A’ Part-III representing percentage ( + or - denomination) derived under last column of this schedule above/below the lump sum price prepriced by the MES B/F from Ser Page No 30 (R)
Lump sum price worked out by the contractor for "AREA DRAINAGE" as listed in Schedule ‘A’ Part-IV representing percentage ( + or - denomination) derived under last column of this schedule above/below the lump sum price of prepriced by the MES B/F from Ser Page No 31(R)
Lump sum price worked out by the contractor for "FENCING & GATE" as listed in Schedule ‘A’ Part-V representing percentage ( + or - denomination) derived under last column of this schedule above/below the lump sum price prepriced by the MES B/F from Ser Page No 34(R)
Lump sum price worked out by the contractor for "EXTERNAL WATER SUPPLY" as listed in Schedule ‘A’ Part-VI representing percentage ( + or - denomination) derived under last column of this schedule above/below the lump sum price prepriced by the MES B/F from Ser Page No 35
Lump sum price worked out by the contractor for "EXTERNAL ELECTRIFICATION" as listed in Schedule ‘A’ Part-VII representing percentage ( + or - denomination) derived under last column of this schedule above/below the lump sum price prepriced by the MES B/F from Ser Page No 36(R)
Lump sum price worked out by the contractor for "LIGHTNING PROTECTION " as listed in Schedule ‘A’ Part-VIII representing percentage ( + or - denomination) derived under last column of this schedule above/below the lump sum price prepriced by the MES B/F from Ser Page No 37
Lump sum price worked out by the contractor for " DEMOLITION AND DISMANTLING" as listed in Schedule ‘A’ Part-IX representing percentage ( + or - denomination) derived under last column of this schedule above/below the lump sum price prepriced by the MES B/F from Ser Page No 38 (R)
Sch 'A' Sec-X (MISCELLANEOUS ITEMS) Notes: (i) This schedule is not pre-priced by MES and the pre-priced rate indicated as "Rs 0.00" under column 5 signifies this fact only. (ii) Excavation and earth work except for the items which categorically includes for same shall be measured and paid separately under SCH A PART-II (Excavation and earthwork schedule).
M&L for 150 mm thick WMM in two layers each 7.5cm thick ,(compacted thickness) comparising aggregates,screeners and binders with graded aggregate(granite, trap or basalt coarse) from 90-20mm size including low plasticity index be maintained for binders complete all as specified and directed.
S&F modified ABS plastic (reflection panel acrylic plastic ) road stud (RPM) micro prismatic (Two way) of size 100 x 88 x 15 mm fixed with chemical / nail with washer all as per manufactures instructions and all as specified and directed.
M&L for preparation of black bituminous road surfaces and applying thermoplastic road marking reflector paint of thickness 3 mm with machine application and heat mixer, stirring mechanism at temparature 160 degree C uniformly to awidth as directed confirming to BS 3262 part I & II of 1989 etc complete all asper manufacturers instruction and all as specified and directed
Supply and Lay DI Pipe Line of class K-9 of bore dia of following sizes as water mains with spigot and socket ends in any length,including testing all as specified of pipes of following dia sizes.
300 mm dia
200 mm dia
M & L for sluice valve cast iron body heavy duty class PN 1.6 , ISI marked (IS-14848) both end flanged with stainless steel spindle with cast iron hand wheel including jointing material like rubber insertaion sheet 3 mm thick, bolt, nuts and fixed to pipe line, testing complete all as specified and directed for the following sizes :-
300 mm dia
200 mm dia
M & L for DI Fittings all socket and spigot such as bends (any type, radius and angle) tapers any type, tee and reducing tees suitable for spigot and socket pipes etc all as specified and directed up to 300 mm size
M&L for float & board type water level gauge consist of a float SS 304 of 12" dia scale board having aluminum powder coated screen printed 150 mm width and 1 mtr long with white back ground and black marking with PVC laminate assembled for 5 mtr measuring height,float wire & guide rope made of SS304, 2.5 mm dia,pulley & pulley pin SS 304 ,pulley housing of aluminium dia cast dust proof ,inter connecting piping of MS telescopic pipe adjustable type upto 1200 mm long board joint bracket L type MS,Indication arrow of MS powder coated PP roller with radium pointer including fasterners, GI plated check nut,check nut pipe as required. Complete instrument to be fixed on RCC 1.5 Lakh gallon RCC over head tank ,stagging 21 mtr height fixing arrangement including fixing material shall be provided by the contractor .Rate of the same is including in this item. Make-PI controls India Pvt Ltd/Kabir intrument & technology/DFLOW ENGINEERING
Construction of brick masonary valve chamber of (1050x1050x1050mm internal dimension) with MS sheet cover 3.15 mm thick and angle iron size (50x50x6) mm frame welded on four corners, duly painted with two coats of approved synthetic enamel paint over coat of red oxide primer including locking arrangement & 50mm lock (pad lock brass 6 levers with keys in duplicate), including necessary excavation & earth work, plasters etc complete all as specified and directed”.
S & F Aviation Obstruction Light with dia cast housing leveled anodised reflector heat resistant clear thick glass and acessories with LED light as per Bajaj Cat Part No 024973 or Equivalent all as specified and directed
S&F Junction box made out of FRP sheet type having aluminium bush bar of capacity 100 Amps 4 Nos. including barkete connector of minimum size 300 x 200 x 100mm with necessary connector and entry of gland and fixing arrangement to fix the box on pole by providing MS clamp of size 25 x 5mm - 2 Nos complete all as specified and directed
Vijay Construction Co
PATEL CONSTRUCTION CO
M/s Mohata Buildcon
Suraj Infraprojects
vijay infraprojects pvt ltd
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