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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.7 LAccepted-AOC PLOT NO 07 KHASRA NO 26 28 SURAJ NAGAR GRAM SINGAL CHOLI AIR PORT ROAD BHOPAL MP | BHOPAL | BHOPAL | MADHYA PRADESH | 462030 | L1 | Accepted-AOC Accepted | |
| 2 | L2₹20.8 L+₹1.1 L (5.71%)Rejected-Finance OPP SHRI NAVNIKETAN H S SCHOOL CHHOLA KANCHI BHOPAL M P 462 010 | BHOPAL | BHOPAL | MADHYA PRADESH | 462010 | L2 | Rejected-Finance Not become lowest bidder | |
| 3 | L3₹21.6 L+₹1.9 L (9.66%)Rejected-Finance 756 17 DADIYAPURA NANDU COLONY JHANSI 284001 | JHANSI | UTTAR PRADESH | 284001 | L3 | Rejected-Finance Not become lowest bidder |
Tender Value
₹19.1 L
EMD Value
₹38,300
Closing Date
14 Sept 2024, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
CWE JHANSI
HQ CWE JHANSI
PROVN OF TRADE WISE STORAGE ACCN UNDER AGE B/R-II AT GE JHANSI
2024_MES_665431_1
CWE/JHA/J/TOKEN/28 OF 2024-25
Open Tender
Civil Works
Item Rate
180 days
JHANSI
AS PER TENDER DOCUMENTS
9 documents required · 9 mandatory
₹500
GE JHANSI
₹38,300
Yes
24 Oct 2024
11 Jul 2024
16 Sept 2024
11 Jul 2024
14 Sept 2024
26 Jul 2024
Amount
Surface Dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m in hard soil complete all as specified and directed.
Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in any type of soil complete all as specified and directed.
Returning, filling with approved earth moorum including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed.
Removing excavated material exc. 50m upto 250 m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed.
Moorum filling in floor or paving, laid in layersn.exc 15 cm thick, apread, levelled and rammed inluding watering complete all as specified and directed.
M&L Treating the top surface of filled at the rate of 5 litres of emulsion per sqm of surface area complete all as per specified and dirceted.
M&L Treating thesoil under plinth protection at the rate of 5 litres of emulsion per sqm of surface area complete all as per specified and dirceted.
M&L Treating the soil along woth external perimeter of building at the rate of 2.25 litres of emulsion per sqm of surface area complete all as per specified and dirceted.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work up to plinth level : 1:4:8 graded stone aggregate 40 mm nominal size in foundation Type C2 complete all as specified and directed.
S&L hard core of gauge n.exc. 63mm deposited, spread and elvelling in layers n. exc. 15 cm thick watered and ramed to a true surface complete all as specified and directed.
M&L Machine cut kota stone slab flooring 20-25mm thick over and incl cement screed (1.4) base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete all as specified and directed.
Kota stone slab 20-25mm thick in riser of steps, skirting, dado and pillar laid over and incl cement screed (1.4) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete all as specified and directed.
M&L for Pre-cast cement concrete block masonary with solid block type B-1 1:2:4(using 20 mm graded stone agg ) exc 10 cm in width and setting in mortar 1:4 complete all as specified and directed.
M&L providing M25 Design mix (using 20 mm graded aggregate as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed.
Mild steel TMT bars 5mm dia and over upto and including 10mm dia as in stirrups, spacers and binders, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
M&L for brick work with fly ash (old size) bricks, straight or curved on plan exc 6m mean radius, built in CM 1:6 below plinth beam in steps complete all as specified and directed.
Providing and fixing in position, for outer walls 170 mm thick factory made Expanded Polystyrene Core (EPS Core) wall panels consisting of EPS core sandwiched between two Engineered sheets of welded wire fabric mesh duly finished with shortcrete materials on outer faces. The fabric mesh shall be made of 2.5 mm dia G.I. wire mesh with 50 mm pitch in both the directions and on both faces of the wall jointed with angular truss connecting wire. The EPS core shall consist of 100 mm thick EPS of density not less than 15 kg/ per cum. Both the outer faces of the panel shall be finished by applying the layer of 35 mm thick cement mortar 1:3 {1 cement: 3 coarse sand (not having more than 40% stone chips of size upto 6 mm)} À with the help of shotcreting/guniting equipment etc at a pressure not less than 1 bar (100Kn/m2) and both surfaces finished with trowel. Fixing operations of wall panels shall be completed in all respect as per drawings and specifications and under the overall direction of EPS panel manufactures. The manufactures/contractor shall give complete 2D plan design, structural design , 3D model design before commencement of work having valid BMPTC certificate complete all as specified and directed. Note : Read PS Clause 33.1.1 in consonance.
Providing and fixing in position, for inner walls 150 mm thick factory made Expanded Polystyrene Core (EPS Core) wall panels consisting of EPS core sandwiched between two Engineered sheets of welded wire fabric mesh duly finished with shortcrete materials on outer faces. The fabric mesh shall be made of 2.5 mm dia G.I. wire mesh with 75 mm pitch in both the directions and on both faces of the wall . The EPS core shall consist of 80 mm thick EPS of density not less than 15 kg/ per cum. Both the outer faces of the panel shall be finished by applying the layer of 35 mm thick cement mortar 1:3 {1 cement: 3 coarse sand (not having more than 40% stone chips of size upto 6 mm)} À with the help of shotcreting/guniting equipment etc at a pressure not less than 1 bar (100Kn/m2) and both surfaces finished with trowel. Fixing operations of wall panels shall be completed in all respect as per drawings and specifications and under the overall direction of EPS panel manufactures. The manufactures/contractor shall give complete 2D plan design, structural design , 3D model design before commencement of work having valid BMPTC certificate complete all as specified and directed. Note : Read PS Clause 33.1.1 in consonance.
Providing and fixing in position for roof 185 mm thick factory made Expanded Polystyrene Core (EPS Core) roof/floor panels made of 2.5 mm dia G.I. wire mesh with 50 mm pitch in both the directions and on both faces of panel jointed with angular conneted truss wire,. The EPS core shall consist of 100 mm thick EPS of density not less than 15kg/ per cum. The bottom side of the panel shall be finished by applying a layer of 35 mm thick cement mortar 1: 3 {1 cement: 3 coarse sand (not having more than 40% stone chips of size upto 6 mm)} À with the help of shotcreting equipment etc at a pressure of not less than 1 bar (100Kn/m2) and surface finished with trowel. The top face of the panel shall be provided and finished by applying 50 mm thick layer of cement concrete 1:1.5: 3 (1 cement :1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). including neassary support for EPS panel /concerete. Fixing operations of roof/floor panels shall be completed in all respect as per drawings and specifications and under the overall direction EPS panel manufactures. The manufactures/contractor shall give complete 2D plan design, structural design, 3D model design before commencement of work having valid BMPTC certificate. Note : Read PS Clause 33.1.1 in consonance.
S&F steel mesh 50mmx50mmx2.5mm thick fixed with EPS Panels at Corner junctions and other locations as in I mesh, L mesh, C mesh complete all as specified and directed.
Polypropylene construction Fiber complete mixed with concerete @ 1Kg/CUM complete all as specified and directed.
M&L for mild steel section rectanglur pipes for coloumns, beams, base plates as in frame for building etc, complete all as specified and design given by EPS panels manufacturer complete all as specified and directed.
Formwork to sides of concerte foundation, footings, bases of columns, raft beams, sides and soffits (if any) of foundation and plinth beams, and similat work vertical or to batter complete all as specified and directed.
Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws complete all as specified and directed.
Providing and fixing ISI marked alumunium sliding door bolts with nuts and screws etc. complete, 300 x 16 mm complete all as specified and directed.
S&F 150 mm aluminium handle cast type anodized complete all as specified and directed.
S&F Aluminium anodised, barrel tower bolts of extruded section of length 150 mm and fixed with cadimium plated wood series, complete all as specified and directed.
S&F 100 mm Butt hinges, extruded MS with galvanised mild steel hinge pin, anodised and fixed, complete all as specified and directed.
Providing and fixing pressed steel door frames for doors with one or more rebats including necessary fixing lugs, hinges, lock strick plate etc complete size 105x60mm complete all as specified and directed.
Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete all as specified and directed.
S&F of CRC sheet box type steel ventilator with steel handle and steel peg stay complete with glazing bars, dovetailed or welded complete all as specified and directed.
S&F 4 mm thick sheet glass, ordinary quality and glazing with oil putty in square n exc 0.5 sq. m in each pane complete all as specified and directed.
M&L for water proofing treatment for roof by applying priming coat of epoxy primer with resin and hardner in 1:3 ratio with water dilution as per manufacturer instructions, applying 2 coats of solvent based Polyurethane liquid applied membrane not less than 500 micron thick UV stable having SRI value greater than equal to 105 with consumption of 0.61 kg/sqm (each coat), 2nd coat should be applied once 1st coat becomes dry completely all as specified and directed. Note:(a) The work under this item shall be carried out by the authorized applicator of Manufacturer by using modern techniques. The contractor shall also furnish warranty of quality, finish work and effectiveness of waterproofing treatment under this item for a periof of 10 years from the date of completion along with manufacturer warranty of material for the same period. also with their authorised applicator mentioned in the tender alongwith their bid in cover-I failing which his bid will be rejected. Authorised applicator shall have valid authorisation letter from the manufacturer (Minimum regional HQs) and shall have been issued not less than 30 days from the date of commencement of the work. The authorisation letter needs to be valid for the complete period of execution work.
M&L for rendering 10mm thick fair finished using cement mortar (1:4) with WPC on flat roof slab complete all as specified and directed.
Supply only liquid water proofing compound complete all as specified and directed.
Prepration new surface aplying primer and ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) including two coat synthetic enamel paint complete all as specified and directed.
Prepration new surface applying primer and ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanized iron/steel works including two coat synthetic enamel paint complete all as specified and directed.
M&L 75mm thick for PCC 1:3:6 type C-1 using 20mm graded stone aggregate as in plinth protection and path laid in alternate panels not more than 3 mtr in length, laid to slope 1:30 including forming joints 10 mm wide and upto full depth of PCC and filled with bitumen mastic (1:3) 1 part bitumen 85/25 and 3 parts of sand complete all as specified and directed. Note:-Rate is deemed to be inclusive of materials against forming & filling of joints.
M&L for preparing new plastered surface of wall and applying two coats of cement base paint complete all as specified and directed.
M&L for preparing newly plastered surfaces of wall and applying two coats of oil bund distemper over a coat of primer including 2mm thick putty to make the surface to be plain and smooth complete all as specified and directed
M&L prepration new surface of ceiling and applying three coats of white wash complete all as specified and directed.
Supply and laying or fixing or passing through pipe, 1100 volts grade heavy duty cable with PVC insulated stranded aluminium conductor served with an inner sheathing of PVC tape armoured with galvanized steel wire or strip and overall PVC sheathed, 16 sq. mm nominal cross section, 4 core in service connections as per IS 7098(Part 1) including connecting on LT OH line / LT panel /DB with suitable lugs, glands, binding wire etc including taking down existing unserviceable service cable of any description complete all as specified and directed.
Material and labour for Double wall corrugated HDPE pipe, ISI marked of outer dia 50mm, inner dia 38mm with smooth internal and profiled external surface, non-pressure type, laid in trenches/floors/duct or fixed on walls /pole including all connections, accessories like socket, couplers, bends, etc for protection of LT cable XLPE grade 1100 volts complete all as specified and directed.
Supply and fix MCB distribution board, TPN, 4 way 415 Volt in sheet steel powder painted enclosure double door type with IP 43 degree of protection with built in copper bus bar, neutral link and earth link complete including cutting the wall surfaces for flush mounting of DB and making good with cement plaster, putty and paint to match with the existing surface all as specified and directed. Note: MCBs shall be measured and paid separately.
S& F MCB TPN 63 Amp, 10 KA, 'C' curve, 415 V, 50 Hz complete all as specified and directed.
S&F MCB SP 6 to 40 Amp, 230 V complete all as specified and directed.
M&L for earthing complete with copper earth plate electrode 600mm x 600mm x 3.15 mm thick buried directly in ground (earth pit not less than 2.25 meters deep below ground level) with top edge of the plate not less than 1.5 meters below normal ground level connecting to copper strip 20x3 mm as earthing lead by means of bolts, nuts, check nuts and washers of copper and earth wire protected by 50mm dia GI pipe medium grade and connected to pole structure/ panel board/earthing test point all as shown in electrical plate No. 3 of SSR Part-I(2009) and testing on completion complete all as specified and directed. Note :- The unit rate quoted shall also include for excavation, earth work in any type of soil, plain cement concrete 1:3:6 mix, Type C1 pit, 40mm thick RCC 1:2:4 mix type B1 cover reinforced with 8mm dia TMT bras @ 150mm C/C both ways, GI funnel with watering pipe, wire mesh, protection pipe, earth strip up to 7.50m long complete in addition to item No. 1(a) to (e) of preamble (Notes) under sub heading earthing, specified in SSR Part II
NIHAL ENTERPRISES (BID ID -3080051)
Yashoghan Construction (BID ID -3078082)
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