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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.8 LAccepted-AOC | L1 | Accepted-AOC Accepted being L1 | |
| 2 | L2₹20.4 L+₹1.6 L (8.43%)Rejected-Finance PLOT NO 28 B NAHAR SINGH JI KA HATTA BHATI CIRCLE RATANADA JODHPUR RAJ 342011 | JODHPUR | JODHPUR | RAJASTHAN | 342011 | L2 | Rejected-Finance Rejected being L2 | |
| 3 | L3₹21.9 L+₹3.0 L (16.0%)Rejected-Finance | L3 | Rejected-Finance Rejected being L3 | |
| 4 | L4₹22.8 L+₹4.0 L (21.0%)Rejected-Finance 77 KAILASH PURI BIKANER RAJASTHAN PIN 334001 | BIKANER | RAJASTHAN | 334001 | L4 | Rejected-Finance Rejected being L4 | |
| 5 | L5₹23.1 L+₹4.2 L (22.5%)Rejected-Finance | L5 | Rejected-Finance Rejected being L5 |
Tender Value
₹28 L
EMD Value
₹56,000
Closing Date
23 May 2020, 6:00 pmClosed
GE (A) Central Jodhpur
GE (A) Central Multan Line Army Area Jodhpur
SPL REPAIR TO PERIMETER WALL OF LANCER LINE II AND CONSTN OF MOBILISATION SHED AT 63 ENGR REGT UNDER THE AREA OF AGE BRI OF GE ARMY CENTRAL JODHPUR (8953/E8)
2020_MES_342332_1
GE/J/A- of 2020-2021 (8953/E8)
Open Tender
Civil Works
Item Rate
180 days
GE (A) Central Multan Line Army Area Jodhpur
1.Scanned copy of Application and DD Banker Cheque as cost of tender and copy of EMD for unenlisted contractor 2.Copy of GST Registration Number 3.Copy of enlistment letter 4.For unenlisted contractor details of documents meeting enlistment criteria
5 documents required · 5 mandatory
₹500
GE (A) Central Jodhpur
₹56,000
Yes
21 Dec 2020
2 May 2020
26 May 2020
2 May 2020
23 May 2020
16 May 2020
Amount
Excavation in trenches in any type of soil, n. exc. 1.5m wide and n. exc. 1.5m deep and getting out ,complete all as specified and as directed.
Returning filling in, including spreading, leveling, watering and well ramming in layers n. exc 25 cm thick in any type of soil ,complete all as specified and as directed.
Removal of surplus excavated soil to a distance n. exc. 50 m and depositing where directed at a level n. exc. 1.5 m above starting point ,complete all as specified and as directed.
Surface excavation n.exc 30 cm deep & avg 15 cm deep & getting out in any type of soil ,complete all as specified and as directed.
Excavation in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm in any type of soil ,complete all as specified and as directed.
Demolition of stone boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles ,complete all as specified and as directed.
PCC 1:4:8 type D-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete ,complete all as specified and as directed.
Sand filling spreading and levelling in layer n.exc 25 cm thick well ramming including watering and consolidation ,complete all as specified and as directed.
Hardcore of broken stone of gauge n. exc 63mm, deposited spread and levelled in layers n exc 15 cm thick watered, rammed and rolled to true surface with 8 to 10 tonne power roller/vibratory roller complete all as specified.
100 mm thick cement concrete 1:2:4 type B1 using 20 mm graded stone aggegrate as in floor finishing surface rough to receiving the topping layer all as specified and directed.
Plain Cement concrete (1:2:4) type B-1 using 20mm graded stone aggregate as in floor topping, 40mm thick, surfaces finished even and smooth without using extra cement complete all as specified.
Forming construction (Dummy) joints 65 mm deep x 10 mm wide, filled with sealing compound, Grade ‘A’ complete all as specified and directed.
Bush cutting near the wall side for suitable for easy work complete all as per site condition and requirement all as direceted by Engr-in-charge.
Dismantling of barbed wire fence alongwith MS angle embeded in stone masonry carefully all as directed
Dismantling of RCC fencing post or struts of any description/section including taking out embeded ,barbed wire in natural ground and making good disturbed all as directed
Squarred rubble walling Jodhpur type regular coursed, well bonded, bedded and solidly hearted built in CM 1:6
All as per item No 16 above but except stone complete all as specified and directed.
Extra over for hammer dressing to face stone with max depression on face from a streight edge not exc squarred rubble dressing face beds and joints as specified to squarred rubble
External angle (for quions and jambs) in facing for walling of squre rubble regular coursed complete all as specified and directed
Keyed pointing to square rubble masonry Jodhpur type regular course in CM 1:3 all as specified.
Two coat of cement base paint over a coat of white chalk on newly plastered / unplastered surface on wall including preparation of surface complete.
Two coat of cement base paint over a coat of white chalk on old plastered / unplastered surface of wall including preparation of surface complete.
15mm thick rendering in cm 1:6 on stone masonry finished even and smooth complete all as specified and directed.
Galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails strainging bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or stel pins, etc. as directed (each line wire to be measured) complete all as specified and directed.
PCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in flooring benching to drain, coping, concrete pillar etc and the like edge slightly rounded or chamfered including necessary use and waste of form work complete all as specified and as directed.
Angle iron frame work for fencing post , door gate etc conforming to fe 290-O Gde E-165 complete all as specified and directed.
Applying two coats of synthetic enamel paint on steel surfaces of any description over 10 cm width or girth over a coat of red oxide primer including preparation of surfaces complete all as specified and directed.
Roof trusess (framed), verticle pole , trussed ,purline, crane gantries rails and fastenings and heavy bracket framing (beam tea angle chanell or flat section ) including distance pieces,cleats etc confirming to Fe 410-W (grade -E-250) quality A complete all as specified and directed.
Pre- painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified.
Mild steel work as in wind ties for roof incl securing bolts etc ,complete all as specified and as directed.
Machine made precast cement concrete blocks (interlocking pavers) rubberised finish coloured (lacquer coated) of 80 mm thick with 6mm top layers of ante abrassive material M-40 Grade all as per sample kept in GE office laid over sand cushion . The interlocking joints shall be filled with fine sand complete all as specified and directed.
Machine made precast cement concrete curb stone blocks using cement concrete 1:3:6 type C1 (using 20mm graded stone aggregate) all as directed by Engr-in-Charge.
Note for all above items:All items are fo r"Materials and labour /Supply and fix" and to be executed in "Repairs" incl taking down old materials only unless otherwise specifically mentioned as "Supply only" or "fixing only" in BOQ. Contractors are requested to quote their rates accordingly.
BEYLIM INFRA
SURESH TRADERS
ABHOG INFRASTRUCTURE PRIVATE LIMITED
M/S JALAL KHAN
D DEV COMPANY
RISING ELECTRICALS
M/S ANIL TRADERS
S.G.ENGINEERING COMPANY
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