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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.0 LAccepted-AOC B 30 JEEVAN VIHAR SHASTRI NAGAR GHAZIABAD UTTAR PRADESH 201001 | GHAZIABAD | UTTAR PRADESH | 201001 | L1 | Accepted-AOC 1st lowest | |
| 2 | L2₹21.7 L+₹79,034 (3.77%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹21.8 L+₹80,800 (3.86%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹22.6 L+₹1.6 L (7.86%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹22.7 L+₹1.7 L (8.11%)Rejected-Finance | L5 | Rejected-Finance L5 |
Tender Value
₹26.1 L
EMD Value
₹52,150
Closing Date
6 Jul 2023, 4:00 pmClosed
DIRECTOR- CSIR CRRI
DELHI MATHURA ROAD NEW DELHI 110025
Construction of Under Ground Water Tank for STP treated water at CRRI Staff Colony Maharani Bagh New Delhi 110065
2023_CSIR_158542_1
MBSQ/MTCE/UGR/2023-24
Open Tender
Civil Works
Item Rate
120 days
CRRI Staff Colony Maharani Bagh New Delhi
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Yes
DIRECTOR CSIR CRRI
₹52,150
Yes
27 Sept 2023
28 Jun 2023
10 Jul 2023
28 Jun 2023
6 Jul 2023
28 Jun 2023
Amount
SNo 1- 37 ( CIVIL WORK) Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil
Extra for every additional lift of 1.5 m or part thereof in excavation/ banking excavated or stacked materials . All kind of soil
Filling available excavated earth in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth level : Concrete of M35 grade with minimum cement content of 370 kg /cum
Add for using extra cement in the items of design mix over and above the specified cement content therein
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth.
Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including strutting, propping etc. and removal of form for all heights : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform
Providing and fixing tie bolt, spring coil and plastic cone in wall shuttering complete as per the direction of Engineer-in-charge. 20 mm dia.& as per site required length
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand).
Neat cement punning.
Extra for laying reinforced cement concrete in or under water and/ or liquid mud, including cost of pumping or bailing out water and removing slush etc., complete.Note The quantity will be calculated by multiplying the depth measured from the subsoil water level up to the centre of gravity of the R.C.C. under subsoil water with the quantity of R.C.C. in cubic metre executed under subsoil water. The depth of centre of gravity shall be reckoned correct to 0.1 m. 0.05 m or more shall be taken as 0.1 m and less than 0.05 m ignored. No extra payment shall be made for placing reinforcement or centering & shuttering under sub - soil water conditions
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
Half brick masonry with common brunt clay F.P.S.( non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:3 ( 1 cement: 3 Coarse sand)
Steel work welded in built up sections/framed work including cutting hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc.as required. In gratings, frames, guard bar, ladders, railings, brackets, gates & similar works.
Supplying at site : Welded steel wire fabric of required width having rectangular mesh painted with two or more coats of enamel paint of approved shade over a coat of primer (Priming & Painting to be paid for separately).
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.In cement mortar
Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete :250x16 mm
Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete :200x10 mm
Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. Complete: 125 mm
Providing and fixing ISI marked, IS : 1341, M.S. heavy weight butt hinges with necessary screws etc. complete : 125x90x4.00 mm
12 mm cement plaster of mix : 1:4(1 cement : 4 course sand)
15 mm cement plaster on rough side of single or half brick wall of mix : 1:4(1 cement : 4 course sand)
Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with jamuna sand, including finishing smooth etc. complete as per direction of Engineer in- charge
Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved s;ze, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 50 mm nominal dia Pipes
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore
Providing and fixing gun metal non- return valve of approved quality (screwed end) :50 mm nominal bore Vertical
Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball: 50 mm nominal bore, 242mm long, weighing not less than 1240 gms
Providing M.S. foot rests including fixing in tanks with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : With 20 mm diameter round bar
Making connection of G.I./ CPVC/ HDPE distribution branch with G.I./ CPVC/ HDPE main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 50 to 80 mm nominal bore
SNo 38- 48 ( ELECTRICAL WORK) Supplying, Installation, testing & commissioning 3ph., 415 V, 7.5 H.P horizontal monoblock pump 3 phase set 1500 RPM BEE ENERGY STAR rating 5 star, cast iron made impeller, with all type of assesories as required as per direction of Engineer-In-charge
Supplying at site of 1100V grade, ISI MARKED PVC insulated 3 core Cu Conductor LT cable of the following sizes 3 x 4 sq.mm.
Supplying, Installation, testing & commissioning of 3ph., DOL starter for monoblock pump 7.5 Hp with ammeter ,voltmeter, phase indicator leds bulb as per direction of Engineer-In-charg
Supplying at site of 1100V grade, ISI MARKED XLPE insulated 4 core Aluminium armoured cable of the following sizes 4 x 16 sq.mm.
Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.Upto 35 sq. mm
Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 50 mm
Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.
Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I.nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)
Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required.
Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 6 way , Double door
Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required.100 A,30KA,FPMCCB
M/s Shah Pandya & Shot Crete
DESIGN CONSULTANTS
FIRST EDGE INFRA
VINAYAK SECURITY AND ALLIED SERVICES
M Y Construction
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