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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹78.7 LAccepted-AOC | ₹78.7 L Quoted ₹80.0 L | L-1 | Accepted-AOC Lowest bidder for the subject work. |
| 2 | L-2₹86.0 L+₹6.0 L (7.49%)Rejected-Finance 84 A VIJAY NAGAR COLONY LALGHATI PO NAYAPURA BHOPAL 462032 | 462032 | ₹86.0 L+₹6.0 L (7.49%) | L-2 | Rejected-Finance other than the lowest bidder |
| 3 | Rejected-Technical | - | - | Rejected-Technical CONDITIONS NOT COMPILED WITH |
| Sl No | Description | Qty | Unit | POONAM ELECTRIC INDUSTRY L2 | JYOTI ENTERPRISES L1 |
|---|---|---|---|---|---|
| 1.00S&F roof trusses (framed), trused, purlin, crane gantries, raills and fastenings and heavy braket framing (beams, tee , angle,channel or flat sections) including distance pices, cleats etc(welded/reviting) conforming to Fe 410-W (Gde-E250) quality 'A' complete all as specified and directed. | |||||
| 1.01 | Demolition of cement concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and directed. | 5 | Cum | 300 ₹1,500 | 250 ₹1,250 Lowest |
| 1.02 | Demolition of Roofs, floors (other than ground floors), beams, staircases, landing, chajjas and similar suspended works cement concrete (reinforced ) any position complete all as specified and directed. | 62 | Cum | 350 ₹21,700 | 300 ₹18,600 Lowest |
| 1.03 | Dismantling wrought iron or mild steel work of any description not otherwise provided for, complete all as specified and directed. | 4.1 | Per Qtl | 600 ₹2,460 | 500 ₹2,050 Lowest |
| 2.00FOR HT UPTO 7.50 MTRS | |||||
| 2.01 | Excavating over areas, n exc 1.5 m deep and getting out in soft / loose Soil complete all as specified and directed. | 56 | Cum | 350 ₹19,600 | 300 ₹16,800 Lowest |
| 2.02 | Excavating over areas, n exc 1.5 m deep and getting out in Hard / Dense Soil complete all as specified and directed. | 27 | Cum | 350 ₹9,450 | 300 ₹8,100 Lowest |
| 2.03 | Excavating over areas, n exc 1.5 m deep and getting out in soft / Disintegrated rock complete all as specified and directed. | 33 | Cum | 350 ₹11,550 | 300 ₹9,900 Lowest |
| 2.04 | Excavating over areas, exc 1.5 m but n. exc 3.00 deep and getting out in hard rock complete all as specified and directed. | 86 | Cum | 3,000 ₹2,58,000 | 2,500 ₹2,15,000 Lowest |
| 2.05 | M&L for PCC 1:3:6 type C2 (Using 40 mm graded stone agg) as in fdn filling and mass concrete complete all as specified and directed. | 5.32 | Cum | 3,600 ₹19,152 | 3,500 ₹18,620 Lowest |
Tender Value
₹89.1 L
EMD Value
₹1.6 L
Closing Date
30 Aug 2025, 6:00 pmClosed
Col Pawan Kumar, CWE
Headquarters, Commander Works Engineer, Bhopal, Military Engineer Services, SI Line, Bhopal, Pin Code - 462001 (Madhya Pradesh)
PROVN OF OVER HEAD TANK OF 50000 GALLON CAPACITY WITH 18 MTR STAGING ALONGWITH UNDERGROUND SUMP OF 75000 GALLON CAPACITY, PUMP HOUSE WITH ATT TOILET AT MES INSTALLATION AT SAGAR UNDER GE SAUGOR
2025_MES_722229_1
84044/E8
Open Tender
Civil Works
Item Rate
180 days
Saugor
AS PER NIT CONDITION
7 documents required · 7 mandatory
₹1,000
Yes
GE Saugor
₹1.6 L
Yes
11 Oct 2025
23 Jul 2025
1 Sept 2025
23 Jul 2025
30 Aug 2025
13 Aug 2025
23 Jul 2025 - 13 Aug 2025
Amount
S&F roof trusses (framed), trused, purlin, crane gantries, raills and fastenings and heavy braket framing (beams, tee , angle,channel or flat sections) including distance pices, cleats etc(welded/reviting) conforming to Fe 410-W (Gde-E250) quality 'A' complete all as specified and directed.
Demolition of cement concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and directed.
Demolition of Roofs, floors (other than ground floors), beams, staircases, landing, chajjas and similar suspended works cement concrete (reinforced ) any position complete all as specified and directed.
Dismantling wrought iron or mild steel work of any description not otherwise provided for, complete all as specified and directed.
FOR HT UPTO 7.50 MTRS
Excavating over areas, n exc 1.5 m deep and getting out in soft / loose Soil complete all as specified and directed.
Excavating over areas, n exc 1.5 m deep and getting out in Hard / Dense Soil complete all as specified and directed.
Excavating over areas, n exc 1.5 m deep and getting out in soft / Disintegrated rock complete all as specified and directed.
Excavating over areas, exc 1.5 m but n. exc 3.00 deep and getting out in hard rock complete all as specified and directed.
M&L for PCC 1:3:6 type C2 (Using 40 mm graded stone agg) as in fdn filling and mass concrete complete all as specified and directed.
M&L for RCC M-30 design mix (using 20 mm graded stone 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.
M&L for RCC M-30 design mix (using 20 mm graded stone aggregate) as in Columns, pillars, piers, posts and struts complete all as specified and directed.
M&L for RCC M-30 design mix (using 20 mm graded stone aggregate) as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed.
M&L for RCC M-30 design mix (using 20 mm graded stone aggregate) as in stair case including steps etc complete all as specified and directed.
M&L for PCC 1:4:8 type D2 (Using 40 mm graded stone agg) mass concrete complete all as specified and directed.
M&L for brickwork with sub- class ‘B’ bricks straight or curved on plan exc 6 m mean radius built in CM 1:6 complete all as specified and directed.
M&L for use & waste work to curved surface of concrete foundation footing, bases of columns, raft and raft beams side and soffits (if any) of foundation and plinth beam and sinmilar works vertical or to batter bases or columns, raft and raft beams and similar work complete all as specified and directed.
M&L for use & waste work to sides of columns, pillars, posts (circular on plan) fair finished surface complete all as specified and directed.
M&L for use & waste work curved formwork to sides and sofits of floor or beams, beam haunchings , girders, bressummers, lintels, cantilivers, shelves including supports, overhangs etc also splays between floors and beams etc including fair finished the surface complete all as specified and directed.
M&L for use & waste work curved formwork with fair finished surface to staircases with sloping pr stepped soffits including riser and stringers (excluding landing) complete all as specified & directed.
M&L for Moorum/ red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering etc complete all as specified and directed
M&L for Hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed.
M&L for 75 mm thick PCC 1:4:8 type B1 (Using 20 mm graded stone agg) as in floor finished even and smooth complete all as specified and directed.
M&L for cement concrete 1:2:4 type B1 ( using 20 mm graded stone aggregate ) as in soucer drain, plinth course, string courses, lacing courses, bed plates, water trough and like including weathering slightly rounded or chamfered angles and throating etc complete all as specified and directed
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. complete all as specified and directed.
Removing excavated material to a distance n. exc. 250 m but n exc. 500 m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed.
M&L for TMT bar 10 mm dia and over cut to length bend to shape required including cranking, bending spirally for hooping for column,hooking,end 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 TMT bar 5 mm dia and over upto including 10 mm dia and over as in stirrups, spacers and binders reinforcement cut to length bend to shape required including cranking, bending spirally for hooping for column,hooking,end 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 Framed work such as grills, 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 conforming to Fe.290.Gde-E-165 complete all as specified and directed.
M&L for preparation of newly plastered wall surfaces applying two coats exterior emulsion weather proof paint over one coat of exterior wall primer incl of walls complete all as specified and directed.
M&L for applying two coats of synthetic enamel paint over a coat of red oxide primer on steel surfaces including prerparatiojn of surfaces complete all as specified and directed.
FOR HT FROM 7.50 MTRS TO 15.00 MTRS
M&L for RCC M-30 design mix (using 20 mm graded stone aggregate) as in Columns, pillars, piers, posts and struts complete all as specified and directed.
M&L for RCC M-30 design mix (using 20 mm graded stone aggregate) as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed.
M&L for RCC M-30 design mix (using 20 mm graded stone aggregate) as in stair case including steps etc complete all as specified and directed.
M&L for use & waste work to sides of columns, pillars, posts (circular on plan) fair finished surface complete all as specified and directed.
M&L for use & waste work curved formwork to sides and sofits of floor or beams, beam haunchings , girders, bressummers, lintels, cantilivers, shelves including supports, overhangs etc also splays between floors and beams etc including fair finished the surface complete all as specified and directed.
M&L for use & waste work curved formwork with fair finished surface to staircases with sloping pr stepped soffits including riser and stringers (excluding landing) complete all as specified & directed.
M&L for TMT bar 10 mm dia and over cut to length bend to shape required including cranking, bending spirally for hooping for column, hooking,end 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 TMT bar 5 mm dia and over upto including 10 mm dia and over as in stirrups, spacers and binders reinforcement cut to length bend to shape required including cranking, bending spirally for hooping for column,hooking,end 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.
FOR HT FROM 15.00 MTRS TO 18.00 MTRS
M&L for RCC M-30 design mix (using 20 mm graded stone aggregate) as in Columns, pillars, piers, posts and struts complete all as specified and directed.
M&L for RCC M-30 design mix (using 20 mm graded stone aggregate) as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed.
M&L for use & waste work to sides of columns, pillars, posts (circular on plan) fair finished surface complete all as specified and directed.
M&L for use & waste work curved formwork to sides and sofits of floor or beams, beam haunchings , girders, bressummers, lintels, cantilivers, shelves including supports, overhangs etc also splays between floors and beams etc including fair finished the surface complete all as specified and directed.
M&L for TMT bar 10 mm dia and over cut to length bend to shape required including cranking, bending spirally for hooping for column, hooking,end 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 TMT bar 5 mm dia and over upto including 10 mm dia and over as in stirrups, spacers and binders reinforcement cut to length bend to shape required including cranking, bending spirally for hooping for column,hooking,end 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.
FOR HT ABOVE 18.00 MTRS
M&L for RCC M-30 design mix (using 20 mm graded stone aggregate) as in Columns, pillars, piers, posts and struts complete all as specified and directed.
M&L for RCC M-30 design mix (using 20 mm graded stone aggregate) as in Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed.
M&L for RCC M-30 design mix (using 20 mm graded stone aggregate) as in Slabs supported on walls, and columns in floors, roofs, landings and like complete all as specified and directed.
M&L for use & waste work to sides of columns, pillars, posts (circular on plan) fair finished surface complete all as specified and directed.
M&L for use & waste work curved formwork to sides and sofits of floor or beams, beam haunchings , girders, bressummers, lintels, cantilivers, shelves including supports, overhangs etc also splays between floors and beams etc including fair finished the surface complete all as specified and directed.
Formwork to sides and soffits of domes, vaults, shell roofs and arch ribs in circular in paneis fair finished surfaces of complete curved in two planes complete all as specified and directed.
M&L for TMT bar 10 mm dia and over cut to length bend to shape required including cranking, bending spirally for hooping for column,hooking,end 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 TMT bar 6 to 8 mm dia and over cut to length bend to shape required including cranking, bending spirally for hooping for column,hooking,end 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 TMT bar 5 mm dia and over upto including 10 mm dia and over as in stirrups, spacers and binders reinforcement cut to length bend to shape required including cranking, bending spirally for hooping for column,hooking,end 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 2nd class hardwood Plain, solid, straight chowkats and frames, wrought, framed rebated on the solid, rounded or chamfered, put together with glue pinned at joints, supplied and fixed complete all as specified and directed.
Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5 m in depth and getting out in hard/dense soil complete all as specified and directed.
Removing excavated material outside MD land n.exc 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point in soil complete all as specified and directed.
Taking up cast iron water mains ( including all fittings) with spigot and socket ends and lead joints of the size 150 mm dia including burning out joints and recovering lead complete all as specified and directed.
Supply and fix Ductile Iron flange pipe Class K-9 supplied standard working lengths supplied with rubber gaskets duly ISI marked for water supply, Class K-9 , with cement mortar lining inside and metallic Zinc coating with finishing layer of bituminous paint on outside alongwith suitable Bolt, nuts with washers & rubber gasket, suitable clamping arrangement with column of OHT complete of size of 150 mm dia complete all as specified and directed.
Supply, lay, connecting , jointing and testing Ductile iron Pressure pipe ISI Marked to IS-8329-2000(Reaffirmed -2005 Edition 4.1 of dia 150 mm with socket spigot ends, suitable for "Push on Joints (Tyton Joint)" each standard working lengths supplied with rubber gaskets duly ISI marked for water supply, Class K-9 with socket with cement mortar lining inside and metallic Zinc coating with finishing layer of bituminous paint on outside the pipe with out polythelene sleeves but including "Push on Joint" supplied with ISI Marked EPDM rubber gasket conforming to IS-5382-1985(reaffirmed-2003) lain in trenches complete all as specified and directed.
S&F & testing of Ductile iron pipe fittings (Specials) heavy duty for any type (flanged/socketed) pipes such as, bends(any type radius,and angle), tapers, any type straight bend, increasing, decreasing or double socket etc) Tee pieces, ring branch, Y junction, double branch, cross (all socket or socket and spigot), collars, caps and plugs, adopters etc of any size radius and length conforming to IS 9523/2000 specifications with external bitumen coating and internal cement mortor lining and metallic zinc coating up to 150 mm bore complete all as specified and directed.
M&L for Cutting of existing cast iron pipes in positioning for inserting tees ,branches taking out new connection and repair the pipe line for 150 mm dia complete all as specified and directed. Note - Excavation and Earth work shall be measured and paid under respective items.
M&L for brick masonary valve chamber of size 1.2mx1.2mx0.9 ( internal size) by providing PCC 1:2:8 tyepe D2 foundation 100 mm thick brick work in CM 1:4 plastering 15mm thick in CM 1:4 internal surfaces completely and external surfaces completely and external surfaces upto 150mm below GL, 75mm thick PCC 1:2:4 type B as in coping valve chamber cover made up of 40x40x5mm thick angle iron frame and 3.0 mm thick MS sheet cover complete with locking arrangement and handle including painting steel surfaces with two coats of enamel paint over a coat of red oxide primer including dismantling the existing damaged valve chamber and removing debris away from the premises etccomplete all as specified and directed.
S&F sluice valve 150 mm, CI body ISI marked class PN 1.6 heavy duty flanged ends cast iron wheel with Brass spindle (ISI marked) conforming to IS : 14786 – 2000, short body all as specified including nuts ,bolt, washers and gasket complete all as specified and directed.
M&L for PCC 1:4:8 type B 1 using 20 mm graded aggregate as in filling and making good distrubed surface complete all as specified and directed.
M&L for provision of Water level indicator with LED Monitor with accessories for Over head reservoir complete all as specified and directed.
POONAM ELECTRIC INDUSTRY (BID ID -3411574)
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