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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC NEAR HAIDAKHAN MANDIR VILL PO CHILIYANAULA RANIKHET DISTT ALMORA UTTARAKHAND 263645 | ALMORA | UTTARAKHAND | 263645 | ₹1.1 Cr | L1 | Accepted-AOC Being lowest bidder |
| 2 | L2₹1.2 Cr+₹15.8 L (14.7%)Rejected-Finance | ₹1.2 Cr+₹15.8 L (14.7%) | L2 | Rejected-Finance Being other than L1 |
| 3 | L3₹1.6 Cr+₹50.0 L (46.4%)Rejected-Finance 232 1 D SHIVLOK KANKARKHERA DISTT MEERUT UP PIN 250001 | MEERUT | MEERUT | UP | 250001 | ₹1.6 Cr+₹50.0 L (46.4%) | L3 | Rejected-Finance Being other than L1 |
| 4 | L4₹1.7 Cr+₹65.1 L (60.4%)Rejected-Finance CHILIYANAULA RANIKHET DISTT ALMORA UTTARAKHAND | ₹1.7 Cr+₹65.1 L (60.4%) | L4 | Rejected-Finance Being other than L1 |
| 5 | L5₹1.8 Cr+₹67.3 L (62.4%)Rejected-Finance 160 PREM NAGAR BAREILLY | ₹1.8 Cr+₹67.3 L (62.4%) | L5 | Rejected-Finance Being other than L1 |
Tender Value
₹2.5 Cr
EMD Value
₹3.2 L
Closing Date
5 Apr 2024, 6:00 pmClosed
CHIEF ENGINEER
Headquarters Chief Engineer Bareilly Zone Military Engineer Services Sarvatra Bhawan Station Road Bareilly Cantt Bareilly 243001
DE-SILTING OF KALIGADHERA LAKE RANIKHET
2024_MES_643692_1
CEBZ/PGH/T-27 OF 2023-24
Open Tender
Civil Works
Item Rate
180 days
RANIKHET
AS PER NIT
8 documents required · 8 mandatory
₹2,000
GE RANIKHET
₹3.2 L
Yes
6 Jun 2024
22 Feb 2024
12 Apr 2024
22 Feb 2024
5 Apr 2024
22 Mar 2024
Amount
ITEMS OF B/R
M&L For Surface dressing n exc 15 cm deep in soft loose soil complete all as specified and directed
M&L For earth work in excavation by Mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 mtr in width as well as 10 Sqm on plan) and getting out in soft Soil/ Silt/Clay Soil complete all as specified and directed. Note : The cost for providing proper barricading, dewatering & channelizing flowing water from source to back side of check dam either by pumping or any other means necessary so as not to affect the excavation is also included in this item.
M&L For earth work in excavation by Mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 mtr in width as well as 10 Sqm on plan) exc 1.5M but n.exc. 3M deep and getting out in soft Soil/ Silt/Clay Soil complete all as specified and directed. Note : The cost for providing proper barricading, dewatering & channelizing flowing water from source to back side of check dam either by pumping or any other means necessary so as not to affect the excavation is also included in this item.
M&L For earth work in excavation by Mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 mtr in width as well as 10 Sqm on plan) exc 3 mtr but n.exc. 4.5m deep and getting out in soft Soil/ Silt/Clay Soil complete all as specified and directed. Note : The cost for providing proper barricading, dewatering & channelizing flowing water from source to back side of check dam either by pumping or any other means necessary so as not to affect the excavation is also included in this item.
M&L For earth work in excavation by Mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 mtr in width as well as 10 Sqm on plan) exc 3 mtr but n.exc. 4.5m deep and getting out in any type of Soil/ Silt/Clay hard and dense Soil complete all as specified and directed. Note : The cost for providing proper barricading, dewatering & channelizing flowing water from source to back side of check dam either by pumping or any other means necessary so as not to affect the excavation is also included in this item.
M&L For earth work in excavation by Mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 mtr in width as well as 10 Sqm on plan) exc 4.5 mtr but n.exc. 6 mtr deep and getting out in any type of Soil/ Silt/Clay hard and dense Soil complete all as specified and directed. Note : The cost for providing proper barricading, dewatering & channelizing flowing water from source to back side of check dam either by pumping or any other means necessary so as not to affect the excavation is also included in this item.
Removing excavated material not exc.50 mtr depositing where directed by Engr-in chage all as specified and directed. Note: "The cost for lift as required is also included in this item".
Removing excavated material exc.50 mtr but n exc. 100 mtr depositing where directed by Engr-in chage all as specified and directed. Note: "The cost for lift as required is also included in this item".
Removing excavated material exc.100mtr but n exc. 200 mtr depositing where directed by Engr-in chage all as specified and directed. Note: "The cost for lift as required is also included in this item".
Removing excavated material exc.200 mtr but n exc. 250 mtr depositing where directed by Engr-in chage all as specified and directed. Note: "The cost for lift as required is also included in this item".
Removing excavated material exc.250 mtr but n exc. 500 mtr depositing where directed by Engr-in chage all as specified and directed. Note: "The cost for lift as required is also included in this item".
Removing excavated material exc.500mtr but n exc. 1 km depositing where directed by Engr-in chage all as specified and directed. Note: "The cost for lift as required is also included in this item".
Dismantling plain or corrugated steel sheeting any guage, thickness, including Nainital pattern or similar pattern roof covering complete all as specified and directed.
S&F 0.50mm thick pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws and washers as in roofs etc complete all as specified and directed.
S&F 0.50mm thick pre-painted galvalume aluminium zinc coating GI based plain steel sheet of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws and washers as in roofs etc complete all as specified and directed.
Dismantling of wall and ceiling boards (fiber, pulp, insulation etc.) or insulation boards / slabs / blankets, any thickness including cover fillet complete all as specified and directed
S&F of powder coated GI snap grid frame work for false celling comprising of the following sections for making partitions of 600x600 mm size fixed to walls with rawl plugs & screws and hanged to roof with and including 4mm dia GI wire suspender of suitable length and butterfly clips, complete all as specified and directed.
S & F 4 mm thick non asbestos fibre cement building boards fixed or laid/inserted to timber/GI/Aluminium frame work, as in ceiling complete all as specified and directed.
Taking down cement or cement lime plaster of any description on brick or PCC blocks or stone wall or concrete surface etc including racking out joints, hacking for keys, scrubbing down with water etc all as specified and directed.
M&L for 15mm thick rendering in CM 1:6 on brick masonry surfaces, finishing the surfaces fair and even without using extra cement complete all as specified and directed
M&L for 5mm thick rendering in CM 1:4 over 10 mm thick rendering in CM 1:6 on brick surfaces with WPC @ 2% by weight of cement finished even and smooth without using extra cement complete all as specified and directed.(NOTE- WPC shall be measured and paid seperately)
M&L for applying two coats of Oil Bond distemper over a coat of primer on newly plastered surfaces of walls including preparation of surfaces complete all as specified and directed.
M&L for applying two coats of cement base paint over a coat of alkali restant primer on newly plastered surfaces of walls including preparation of surfaces complete.
M&L for prepration of old plastered surfaces and applying three coats of white wash on celling complete all as specified and directed
Demolition of cement concrete (unreinforced) in ground floors and pavings not exc 15cm thickness (below or above ground level) complete all as specified and directed.
M&L PCC 1:4:8 type D2 using 40mm graded stone aggregate as in foundation filling and mass concrete and sub base complete all as spd.
M & L for 75 mm thick PCC (1:3:6) type C2 using 40mm graded stone aggregate as in plinth protection laid to slope in bays and finishing the surfaces of concrete even and smooth without using extra cement, exposed edges fair or rounding or chamfering laid in panels complete all as specified and directed.
M&L for chequred tiles 300 X300 X 25 mm coloured rubber pressed glossy finish of approved pattern & shade over 15 mm Screed bed in cm 1:6 as in floor complete all as specified and directed.
Demolition of brick work or stone masonry precast PCC block walling built in cement mortar complete all as specified and directed.
M&L for brick work with sub class 'B' bricks using old size bricks straight or curved on plan exc 6 mtr mean radius, built in CM 1:6 all as specified and directed.
Taking down chowkats or frames exc 1.5 Sqm but not exc 4 Sqm each with shutters (without taking off shutters from the frame) complete all as specified and directed.
M&L for IInd class hardwood plain, solid, straingt chowkhat and frames, wrought, framed rebated on the solid, rounded or chamfered, put together with glue pinned at joints complete all as specified and directed
S&F 35mm thick IInd class hard wood glazed and skelton shutters open rebated and prepared to receive glass, guage etc, with out sash bars, edges of framing plain chamfered or rounded, fitted with cut and mitred beads for securing glass, guage etc, size of members of shutters as specified in MES SSR Part-I, Section 8, Clause 8.24 (a) complete all as specified and directed.
M&L for prepration of new or untreated wooden Surfaces of any description, not otherwise described, over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and directed
S&F 150 mm size aluminium handle plate type anodised complete all as specified and directed.
S&F 100mm size MS butt hinges, medium weight, cold rolled and fixed complete all as specified and directed.
S&F 150mm long Aluminium tower bolt and fixed complete all as specified and directed.
S&F 250mm long Aluminium sliding door bolt, bolt type with bright bolt not less than 12mm dia with and including a minimum of 6 bolt and nuts, four on bolt plate and two on staple plate complete all as specified and directed.
S & F in repair Stainless steel wire cloth, 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with Stainless steel wire staples complete all as specified and directed.
M&L framed work as in grills ornamental type gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work con- forming to Fe.290.Gde-E-165 including riveting and/or welding as directed and fixing with screws, bolts, etc. complete all as specified and directed.
M&L for prepration of previously untreated steel surfaces of any description, not otherwise described over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.
M & L Pre-cast cement concrete block masonry with solid blocks Type C1 1:3:6 using (20mm graded stone aggregate) exc 10 cm in width and setting in cement mortar 1:4 complete all as specfied and directed.
Supply only Water Proofing Compound (ISI Marked) complete all as specified.
Material & Labour for New plastered or unplastered surfaces applying Two or more coatsof 100% premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance,dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives@ 1.43 litre/ 10 sqm over and including primingcoat of exterior primer applied @ 0.90 litre/ 10sqm over new surfaces complete all as specified
Demolition of cement concrete (un-reinforced) of any description and in any position not otherwise specifically provided for and removal from site exc. 50 m complete all as specified and directed.
M&L PCC 1:2:4 type B1 using 20 mm graded stone aggregate as in coping complete all as specified and directed.
S & F 150 mm bore steel water tubing medium grade galvanised with and including all GI fittings (such as bend,elbows,tees, connections, short pieces, bolt, nuts, unions, caps & plugs etc) laid in trenches or fixed on walls or on open surfaces complete all as specified and directed.
S & F 100 mm bore steel water tubing medium grade galvanised with and including all GI fittings (such as bend,elbows,tees, connections, short pieces, bolt, nuts, unions, caps & plugs etc) laid in trenches or fixed on walls or on open surfaces complete all as specified and directed.
S & F 80 mm bore steel water tubing medium grade galvanised with and including all GI fittings (such as bend,elbows,tees, connections, short pieces, bolt, nuts, unions, caps & plugs etc) laid in trenches or fixed on walls or on open surfaces complete all as specified and directed.
S & F 15 mm bore steel water tubing medium grade galvanised with and including all GI fittings (such as bend,elbows,tees, connections, short pieces, bolt, nuts, unions, caps & plugs etc) laid in trenches or fixed on walls or on open surfaces complete all as specified and directed.
Supplying,testing and commissioning of 150mm bore (nominal bore) sluice valve flanged of class PN-1.6 and drilled as per ISI 14846 (ISI Marked) specifications with stainless steel nuts,bolts, washers & fibre/rubber gasket steel spindle complete all as specified and directed.
Supplying,testing and commissioning of 100mm bore (nominal bore) sluice valve flanged of class PN-1.6 and drilled as per ISI 14846 (ISI Marked) specifications with stainless steel nuts,bolts, washers & fibre/rubber gasket steel spindle complete all as specified and directed.
Supplying,testing and commissioning of 80mm bore (nominal bore) sluice valve flanged of class PN-1.6 and drilled as per ISI 14846 (ISI Marked) specifications with stainless steel nuts,bolts, washers & fibre/rubber gasket steel spindle complete all as specified and directed.
Supply and fix gun metal, globe or gate valves ISI marked class-I, 50 mm bore dia with iron wheel head, screwed both ends, for iron pipe complete all as specified and directed.
Supply and fix gun metal, globe or gate valves ISI marked class-I, 15 mm bore dia with iron wheel head, screwed both ends, for iron pipe complete all as specified and directed.
Supply and fixing FRP scale conventional / Mechanical water level indicator complete with float, wire, float guide pipe , bracket & pulley, counter weight, indicator pin, etc including all accessories complete all as specified and as directed
Supplying, installation, commissioning , connecting and testing of 150mm bore cast iron Non Return Valve, class 300 ASA, flanged and drilled both ends with gun metal seat and making bypass arrangement flanged type complete with & including flanges,fibre sheet gasket, nut-bolts & washers complete all as specified and directed.
M & L for connecting and testing of CI air release valve 150 mm size with ISI marked flanged type with two air outlets incl jointing material such as fiber board, nut bolt, washers, and welding etc complete all as specified and directed.
Cutting of cast iron pipe/GI Pipe of size 150mm in position for insertion of new tees, branches and making the joint leak proof etc. complete all as directed by Engr-in-Charge.
Supply and fix CI Foot Valve conforming to IS 4038, 100 mm (4”) dia with all connecting accessories complete all as specified and directed.
Supply and fixing in replacement Fully automatic star delta starter suitable for 30 HP motor-pump set including necessary connection and testing complete all as specified & directed.
Removing of existing filter media from the sand filteration plant and spreading the same properly not exceeding 50m distance, Cleaning of filter tank by removing sand, stone mud , sludge etc without damaging the existing system and removing soil to a distance n.exc 50m and supplying, replacing filter media 600mm depth sand and 150mm of course sand complete all as directed and specified.
Material & labour for filling , spread and levelled of filter media of size 50 to 40mm hand picked screened and graded stone aggregate 150mm thick from bottom surface in filter bed (of size 6100mm x 6100mm x 3000mm complete all as specified and directed.
All as per srl item no 64 here in before but size of filter media 40 mm to 12.5mm hand picked screened and graded stone aggregate filling 150mm thick
All as per srl item no 64 here in before but size of filter media 12.5 mm to 6 mm hand picked screened and graded stone aggregate filling 150mm thick
All as per srl item no 64 here in before but size of filter media 10 mm to 3 mm hand picked screened and graded stone aggregate filling 150mm thick
All as per srl item no 64 here in before but size of filter media 6 mm to 2 mm hand picked screened and graded stone aggregate filling 150mm thick
All as per srl item no 64 here in before but size of filter media 700 to 600 micron screened and graded and dust free quartz sand filling 300mm thick
M&L for brick masonry chamber (Valve Pit) for opening and closing valve of internal dimension (900mmX900mmX900mm) built in CM 1:6 including fixing MS sheet cover 5mm thick over angle iron frame of size 40x40x4 mm thick laying and locking arrangement and 15 mm thick cement plaster in CM 1:4 internally with two coat of synthetic enamel paint over one coat of red oxide primer including necessary excavation and earth work in any type of soil and removal of excavated material complete all as specified and directed.
Excavation in trenches in hard/dense soil not exceeding 1.5m wide and not exc 1.5mtr in depth for laying pipe line and getting out including trimming sides and forming bottom surface to the required level/slope etc. complete all as specified and directed
Returning, fillingin, in trenches including spreading ,levelling, watering and well ramming in layers not exceeding 25 cm in hard/dense soil complete all as specified and directed.
M& L for expanded metal weight not exc. 4 Kg/sqm, cut to length, bend to shape as required and tying with and including annealed mild steel wire not less than 0.9mm dia or fixing with galvanised steel staples and fixed complete to wood or steel members complete all as specified and directed by Engr-in -charge
Excavation over areas n exc 1.5 mtr deep and getting out in hard/ dense soil complete all as specified and directed.
Excavation over areas exc 1.5 mtr deep but n. exc 3.00 mtr deep and getting out in hard/ dense soil complete all as specified and directed.
M&L for RCC M-30 design mix as in footing, foundation beams, plinth beams, bases of columns etc complete all as specified and directed.
M&L for RCC M-30 design mix as in walls, retaining walls, basement walls, ballast walls and the like of any thickness above top of footing including attached pilasters and buttresses and making necessary weep holes including PVC pipe ( 75 mm dia internal) complete all as specified and directed.
Use and waste of form work to sides of concrete foundation, footing, bases of columns, raft and raft beams, sides and soffits of foundation and plinth beams and similar work vertical or to batter, flat, rough finish surface of concrete complete all as specified and directed.
Use and waste of form work to walls, retaining walls, basement walls, ballast walls and the like including attached pilasters and buttresses and similar work vertical or to batter, flat, fair finished surface of concrete complete all as specified and directed.
S&F mild steel TMT bar 10 mm dia and over, as in reinforcement, cut to length, bent to shape etc, including binding with and including mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed.
Returning filling in hard/dense soil including spreading, levelling, watering and well ramming in layers n exc 25 cm thick complete all as specified and directed.
Hand packing of broken stone (except stone)( any thickness) at back of the retaining wall etc and raising and lowering to required level complete all as specified and directed.
Excavating 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 hard/dense soil complete all as specified.
S&F for posts and struts in fencing including cutting tops to shape as directed, drilling holes,notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc.,and similar work conforming to Fe-290 Gde E-165.
Supply only chain link fencing of wire mesh size 50x50x4 mm with weight n.exc 4kg/sqm complete all as specified and directed.
Fixing only Chain link fencing including line wires any mesh, size and of any type of standards, rails, straining bolts, etc including provision of binding wires complete all as specified.
S&F Galvanised 2 stand steel barbed wire 2.24 mm dia barbed with 2mm dia bars at 75mm spacing and straining and fixing to any type of standard rails straining bolts, including securing or tying at crossings with and provn of galvanised mild steel wire, staple or steel pins complete all as specified and directed
MS round bars 10mm dia & over cut to length bent to shape required incl cranking bending spirally for hooping for columns & backing ends and binding with & including MS wire (annealed ) not less than 0.90 mm dia or securing with clips quality confirming to Fe-410W(grade E-250)Quality A or Fe 290 (gde-E-165)
S&F Mild steel screw bolts (machine made) with hexagonal or square heads at one end screwed the other to be fitted with washers and one hexagonal or square nut length of bolt exc.5 cm but n exc 10 cm long & dia of neck 11 to 15mm .
M&L for 5mm thick rendering in CM 1:4 over 10 mm thick rendering in CM 1:6 on brick surfaces finished even and smooth without using extra cement complete all as specified and directed
M&L for chipping/ dismantling of loose, damaged cement/ lime mortar removed carefully with wire brushes for further treatments by drilling 12MM dia & about 75 to 100MM deep into joint of cement/ lime mortar which required improvement and filling the crack/ voids in water retaining structure (stone masonry) with help of pressure grouting using polyurethane injection grouting and filling the crack/ void all specified and directed by Eng-in-Charge. Note: Rate for polyurethane compound is also included in this item.
Note: An amount of Rs. 30882.00 Shall be deducted from the quoted rates in correspondence of sch of credit.
VEE SONS BUILDERS PVT LTD
Shikhar ji Enterprises
Prem singh kuwarbi and co
Builders Harpal
ATUL CONSTRUCTION CO.
JASPAL SINGH & CONST
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