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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.1 CrAccepted-AOC | ₹6.1 Cr | L1 | Accepted-AOC FOR BEING LOWEST |
| 2 | L2₹6.4 Cr+₹29.3 L (4.79%)Rejected-Finance | ₹6.4 Cr+₹29.3 L (4.79%) | L2 | Rejected-Finance NOT BEING L1 |
| 3 | L3₹7.1 Cr+₹1.0 Cr (16.6%)Rejected-Finance SHREE SHYAM SADAN 10 2 PARAS SOCIETY PANCHVATI JAMNAGAR GUJARAT 361008 | JAMNAGAR | GUJARAT | 361008 | ₹7.1 Cr+₹1.0 Cr (16.6%) | L3 | Rejected-Finance NOT BEING L1 |
| 4 | L4₹8.7 Cr+₹2.6 Cr (42.0%)Rejected-Finance | ₹8.7 Cr+₹2.6 Cr (42.0%) | L4 | Rejected-Finance NOT BEING L1 |
| 5 | L5₹11.0 Cr+₹4.9 Cr (80.4%)Rejected-Finance C 301 SHREE BALAJI RESIDENCY BEHIND SANGATH SILVER APARTMENT SABARMATI GANDHINAGAR HIGHWAY MOTERA AHMEDABAD 380005 | AHMEDABAD | AHMEDABAD | GUJARAT | 380005 | ₹11.0 Cr+₹4.9 Cr (80.4%) | L5 | Rejected-Finance NOT BEING L1 |
Tender Value
₹10 Cr
EMD Value
₹8.3 L
Closing Date
13 Feb 2023, 6:00 pmClosed
CHIEF ENGINEER CG GOA
CHIEF ENGINEER CG GOA
PROVISION OF AREA DEVELOPMENT OF NEWLY ACQUIRED 30.7 ACRE LAND AT OKHA
2023_MES_574336_1
82105/E8
Open Tender
Civil Works
Item Rate
365 days
OKHA / PORBANDAR
AS PER TENDER PAGES
8 documents required · 8 mandatory
₹3,000
GE (I) (CG) PORBANDAR
₹8.3 L
Yes
3 Mar 2023
11 Jan 2023
15 Feb 2023
11 Jan 2023
13 Feb 2023
6 Feb 2023
Amount
M & L for Site Clearance, cleaning away all grass, vegetation, saplings, Scrubs, brush wood, under growth roots…etc in soft/loose soil all as specified and directed
Supply only moorum/red bajri brought from ouside MD land all as specified and directed
Spreading and levelling in layers n exc, 25 cm thick, spread, levelled and rolled including watering as required, as specified and directed
Excavation in trenches n.exc 1.5m wide and n.exc 1.5m deep and getting out in hard/dense soil complete all as specified and as directed.
Excavation in trenches not exc 1.5 m wide and not exc 1.5m in depth and getting out Soft/ Loose soil complete all as specified and directed
Removal of excavated materials (soil) to a distance not exceeding 50 m and depositing where directed at a level not exc 1.5 m above the starting point complete all as specified and directed
Returning, filling in, including spreading,levelling, watering and well ramming in layers not exceeding 25 cm thick with soils complete all as specified and directed.
Surface excavation n exc 30 cm deep and averaging 15cm deep and getting out in soft/loose soil all as specified and directed.
Rolling and consolidation of formation of surfaces in cutting with power roller of 8 to 12 tonne capacity sheep footed power roller including filling up depression which occur during rolling complete all as specified and directed.
Material & labour for Soling (or sub base) with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber 200 mm thick in layers complete all as specified and directed..
M & L for 15cm thick (compacted thickness) WBM, (each layer of 7.5cm thick laid & compacted separately) with coarse aggregates of grading 2 (63 to 40mm size) or grading 3 (50 to 20mm size) spread, rolled and consolidated to a required gradient and camber complete all as specified and as directed.
M & L for preparing unsurfaced water bound macadam WBM by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surface with gunny bags or by using mechanical blower to remove all loose dirt etc. complete all as specified and as directed.
M&L Applying evenly a priming/tack coat with bituminous primer (VG-10) at 10 Kg per 10 Sqm etc all as specified and as directed.
M&L for Premix dense bituminous macadam with 4 % binder content by weight of total mix, rolled and compacted to required camber and gradient with 08 to 12 tonne power roller etc.complete all as specified and as directed. (Note: Laying of DBM shall be done with Mechanical paver)
M&L Applying evenly a priming/tack coat with bituminous primer of VG-10 at 5 Kg per 10 Sqm using paving bitumen over BM surface complete all as specified and directed.
M & L for Bituminous premix semi dense asphaltic (SDAC) concrete 40mm consolidated thickness with 5.5% binder content by weight of total mix, rolled and compacted to required camber and gradient with 08 to 12 tonne power roller etc.complete all as specified and as directed.(Note: Laying of sdac shall be done with Mechanical paver)
M & L painting lines, dashes, arrows, letters, marking of 2mm thick on new surface or previously treated road surface wiith hot applied retro reflective thermoplastic rod marking paint (White/ golden 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 moisure free surfaces before applying paint complete all as specified and directed
M&L moorum/red bajri for berm laid in layers n exc 15cm thick, spread, levelled and rammed including watering all as specified and directed.
M&L for plain cement concrete (1:3:6) type C-2 using 40 mm graded stone aggregate as in sub base all as specified and directed
M&L for precast cement concrete type C1, 1:3:6 (20 mm graded stone aggregate) block masonry with solid blocks, exc.10 cm in width and setting in mortar 1: 6 completeall as specified and directed
M&L for plain cement concrete (1:2:4) type B-1 using 20 mm graded stone aggregate as in, coping , plinth courses, string courses, lacing courses, bed plates, and the like including weathering, slightly rounded or chamfered angles and throating, all as specified and directed
M&L for Cement concrete 1:2:4, type B-0(using 12.5mm graded aggregate ) in surface channels necessary form work and finishing of exposed surfaces of concreteall as specified and directed
M & L for rendering 15mm thick in CM (1:4) on fair faces of brick work.or concrete surfaces finished fair and even all as specified and directed
M&L for Extra for forming fair finished drain or channel 45 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/ stopped ends etc.all as specified and directed
Roughening of old brick surface by picking, sweeping clean and washing down with water to remove dust, etc.all as specified and directed.
M& L for Pre-cast cement concrete 1:3:6 type C1 using 20mm grade stone aggregate as in kerbs set in cement mortar 1:6 with plain fair faces,including chamfers,weatherings,throating etc., complete all as specified & directed.
M & L for hard core (broken stone or boulders) of guage n.exc 63mm deposited, spread and levelled in layers n.exc 75mm thick, watered and rammed to a true surface complete all as specified and as directed.
M & L for PCC in (1:3:6) type C2 (using 40mm graded stone aggregate) 75mm thick as in Sub base etc. complete all as specified and as directed.
M & L sand filling under inter locking tiles including watering and consolidation all as specified & directed.
M&L Machine pressed precast concrete interlocking paver block any shape and size with grey cement and pigment confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade all as specified & directed.
M&L for 450mm dia reinforced concrete pipes, class NP2, laid and jointed complete with collers all as specified and directed
S&F for 110mm dia PVC (SRW) pipes single socketed in any length with rubber ring joints, laid in trenches or in floors all as specified and directed.
EXTERNAL ELECTRIFICATION: Supply, laying, Jointing and testing XLPE insulated, Extruded PVC outer sheath and inner sheath, galvanised steel armoured cable with aluminium conductor suitable for rated voltage of 1100 Volts grade and laid in trenches/pipe / ducts or on pole complete all as specified and directed and of the following sizes :- (a) 16 Sqmm 4.0 Core
(b) 35 Sqmm 3.5 Core
Supply and fix Octagonal Hot-Dip galvanized street light poles including Junction box with Single arm bracket following specifications: Height 7 mtrs, Top dia 70mm, Bottom dia 130 mm, sheet thickness 3 mm, base plate 220X220X12mm. including one 3 Phase terminal for connection of incoming and outgoing cable and one MCB 6A SP, 10KA mounted on base plate, fitted inside the slot given for junction including proper size of lugs, nut & washers, RCC foundation as per OEM specification or as directed by Engineer-in-chare. Make: Utakarsh/Surya/Bajaj MCB: Legrand/ L&T/ ABB/ Hager/Schneider
Supply, laying & testing PVC insulated, PVC sheathed cable electric control cables (Heavy duty) with stranded copper conductor of size 1.5 sq mm , 3 core, 1100 Volts grade all as directed by Engr-in-Charge
S & F 70 Watt LED street light luminaire, High Performance street light luminaire having Single Die ceramic base high power LED light source, IP66 protection, PDC housing with Finless design and polycarbobate cover (IK08) rated Voltage 240 Volt ,50 HZ, operating voltage Range 120-270 Volt , with mounting clamps, bolts and nuts,and bracket as specified with pole complete all as specified and as directed Make: Wipro LR02-781-XXX-57-G3)/Philips/Crompton
Supply, fixing and testing street light automatic nature switch for three phase load of 5KW using infrared sensor based Timer switch including the sensor should have part night operation facility of minimum 04 Hrs to maximum 12 Hrs. The sensor along with 03 nos contactor each of 20-25A incoming MCB and out going MCB of 20-25A (03 Nos) and auto manual (sensor by pass), size of circuit should be multistranded FRLS min size of 10 sqmm, wall mounted/ Pole mountable enclosure made of rust proof, electric shock proof (Sintex made SMC junction box) confirming to IP 65/66 and Model Swadeep 02EC 5KW 3P all as specified and directed. Make: Nature switch: BCH/L&T/Healer/Legrand/GE/Bajaj Contactor: BCH/L&T/Schneider MCB: Schneider/ABB/Legrand Wire for circuit wiring: Polycab/Finolex/Havells(FRLS)
M&L Earthing complete with galvanised steel pipe electrode, 40 mm bore, medium grade, 2.5 metres length, buried directly and preferably vertically in ground with top edge not less than 1.25 metres below ground level connected with earthing lead of 4mm dia galvanised iron or steel wire all as shown in Plate No. 4 to the earthing test point all as specified and indicated including testing on completionall as specified and directed. Note: cost of earth strip and GI pipe for protection of earth strip deemed to be included in unit rate up to 7.5 meter
Supply and lay double wall corrugated (DWC) high density polythene pipes having corrugation on the outer wall and plain surface on the inner wall confirming to ISI 14930 ( Part I and II) for protection of underground calbes of size 50 mm outer dia with all fittings. laid in trenches / road/ nallah or fixed along wall. poles or laid under floor (including cutting floor/Road and making good to match with existing adjoining surface etc for cable protection all as specified (excavation and earth work shall be measured and paid separately) Make: Rex/Poly/Gemini
M&L for road cutting for crossing of UG cable and making good as existing with PCC 1:3:6 concrete all as specified and directed by Engineer-in-charge
Supply and lay Tubes, 'light grade' galvanised, 100mm size of bore with all fitting and fixed complete to walls and ceilings or laid in floors/ Road/ Drain Crossing or on pole all as specified and directed
Micro Protect
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