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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹52.9 LAdmitted-Finance V PO RAIKO KI DHANI NAWAJI KA PANA BHURTIYA DISTT BARMER RAJ PIN 344001 | BARMER | RAJASTHAN | 344001 | L1 | Admitted-Finance | |
| 2 | L2₹54.0 L+₹1.1 L (2.17%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹54.2 L+₹1.3 L (2.46%)Admitted-Finance VILL JASSAI DISTRICT BARMER RAJ 344001 | JASSAI | BARMER | RAJASTHAN | 344001 | L3 | Admitted-Finance | |
| 4 | L4₹54.2 L+₹1.3 L (2.47%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L4₹54.2 L+₹1.3 L (2.47%)Admitted-Finance 205 IIND PHASE INDUSTRIAL AREA BARMER 344001 | BARMER | BARMER | RAJASTHAN | 344001 | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Devi Engineeing L2 | m/s jogaram sujaram L3 | Lalit and Brothers L6 | M.D. CONSTRUCTION CO. L4 | National Rewinding Works L4 | S.K. INFRASTRUCTURE L5 | PANKAJ ENTERPRISES L8 | M/s Malinath Electricals L1 | BHUSHAN BHIMRAO PATIL L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | M&L for Excavating in trenches hard/ dense soil , 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 | 120 | Cum | 300 ₹36,000 | 400 ₹48,000 | 310 ₹37,200 | 400 ₹48,000 | 400 ₹48,000 | 200 ₹24,000 Lowest | 300 ₹36,000 | 250 ₹30,000 | 400 ₹48,000 |
| 2.00 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, in hard / dense soil returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, | 420 | Each | 130 ₹54,600 | 140 ₹58,800 | 138 ₹57,960 | 140 ₹58,800 | 140 ₹58,800 | 130 ₹54,600 | 200 ₹84,000 | 120 ₹50,400 Lowest | 140 ₹58,800 |
| 3.00 | M&L for PCC 1:4:8 type D-2 (using 40mm gde agg) as in foundation and mass concrete complete as specified and directed by Engr-in-Charge. | 24 | Cum | 4,250 ₹1,02,000 | 4,100 ₹98,400 | 3,820 ₹91,680 Lowest | 4,100 ₹98,400 | 4,100 ₹98,400 | 4,250 ₹1,02,000 | 4,500 ₹1,08,000 | 3,980 ₹95,520 | 4,100 ₹98,400 |
| 4.00 | Demolition of Cement Concrete (unreinforced) of any description and in any position not otherwise specifically provided for, complete all as specified and directed. | 45 | Cum | 320 ₹14,400 Lowest | 340 ₹15,300 | 335 ₹15,075 | 340 ₹15,300 | 340 ₹15,300 | 320 ₹14,400 Lowest | 350 ₹15,750 | 350 ₹15,750 | 340 ₹15,300 |
| 5.00 | M&L for PCC 1:3:6 type C-2 (using 40mm gde agg) as in foundation and mass concrete for post holes complete as specified and directed by Engr-in-Charge. | 45 | Cum | 3,850 ₹1,73,250 | 3,900 ₹1,75,500 | 3,610 ₹1,62,450 Lowest | 3,900 ₹1,75,500 | 3,900 ₹1,75,500 | 3,850 ₹1,73,250 | 4,000 ₹1,80,000 | 3,950 ₹1,77,750 | 3,900 ₹1,75,500 |
| 6.00 | S&F Joist, channel, angle ot tee sections, fixed independently, without connecting plates, etc(cut to ordinary lengths i.e within 20mm of the length indicated quality conforming to Fe 410-W(gde-E-250)quality-A | 10,000 | Kg | 120 ₹12,00,000 | 115 ₹11,50,000 | 120 ₹12,00,000 | 115 ₹11,50,000 | 115 ₹11,50,000 | 120 ₹12,00,000 | 150 ₹15,00,000 | 114 ₹11,40,000 Lowest | 115 ₹11,50,000 |
| 7.00 | Fixing only Joist, channel, angle ot tee sections, fixed independently, without connecting plates, etc(cut to ordinary lengths i.e within 20mm of the length indicated quality conforming to Fe 410-W(gde-E-250)quality-A | 4,500 | Kg | 28 ₹1,26,000 | 25 ₹1,12,500 | 26 ₹1,17,000 | 25 ₹1,12,500 | 25 ₹1,12,500 | 28 ₹1,26,000 | 30 ₹1,35,000 | 22 ₹99,000 Lowest | 25 ₹1,12,500 |
| 8.00 | S&F for MS flat iron fillets in posts and struts in fencing ,drilling holes (for securing wire mesh etc),including necessary drilling ,bolting or riveting etc confirming to Fe 410-0or fe 310-0 | 5,000 | Kg | 115 ₹5,75,000 | 112 ₹5,60,000 | 118 ₹5,90,000 | 112 ₹5,60,000 | 112 ₹5,60,000 | 115 ₹5,75,000 | 110 ₹5,50,000 Lowest | 110 ₹5,50,000 Lowest | 112 ₹5,60,000 |
| 9.00 | Supply only Chain link MS galvanised fencing, any size (or) type of 3mm to 4mm dia wire. | 6,250 | Kg | 90 ₹5,62,500 Lowest | 98 ₹6,12,500 | 91 ₹5,68,750 | 98 ₹6,12,500 | 98 ₹6,12,500 | 90 ₹5,62,500 Lowest | 100 ₹6,25,000 | 94 ₹5,87,500 | 98 ₹6,12,500 |
| 10.00 | S&F in repair 110 mm PVC(SWR) pipes single socketed in any length with rubber ring joints fixed to walls complete all as specified and directed. | 120 | RM | 250 ₹30,000 | 230 ₹27,600 | 260 ₹31,200 | 230 ₹27,600 | 230 ₹27,600 | 250 ₹30,000 | 200 ₹24,000 Lowest | 230 ₹27,600 | 230 ₹27,600 |
Tender Value
₹48.5 L
EMD Value
₹97,000
Closing Date
16 Mar 2026, 6:00 pmClosed
GE A BARMER
GE (A) BARMER JALIPA CANTT BARMER- 344001 (RAJ)
SPECIAL REPAIR TO FENCING IN 110 ARMD BDE AND 694 TK TPTR COY ASC AND PROVN OF RAIN WATER HARVESTING AT 5 MECH INF AT JALIPA MIL STN UNDER GE (A) BARMER
2026_MES_754127_1
8881/E8
Open Tender
Civil Works
Item Rate
BARMER
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
Yes
₹97,000
Yes
21 Mar 2026
25 Feb 2026
18 Mar 2026
25 Feb 2026
16 Mar 2026
10 Mar 2026
M&L for Excavating in trenches hard/ dense soil , 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
Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, in hard / dense soil returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm,
M&L for PCC 1:4:8 type D-2 (using 40mm gde agg) as in foundation and mass concrete complete as specified and directed by Engr-in-Charge.
Demolition of Cement Concrete (unreinforced) of any description and in any position not otherwise specifically provided for, complete all as specified and directed.
M&L for PCC 1:3:6 type C-2 (using 40mm gde agg) as in foundation and mass concrete for post holes complete as specified and directed by Engr-in-Charge.
S&F Joist, channel, angle ot tee sections, fixed independently, without connecting plates, etc(cut to ordinary lengths i.e within 20mm of the length indicated quality conforming to Fe 410-W(gde-E-250)quality-A
Fixing only Joist, channel, angle ot tee sections, fixed independently, without connecting plates, etc(cut to ordinary lengths i.e within 20mm of the length indicated quality conforming to Fe 410-W(gde-E-250)quality-A
S&F for MS flat iron fillets in posts and struts in fencing ,drilling holes (for securing wire mesh etc),including necessary drilling ,bolting or riveting etc confirming to Fe 410-0or fe 310-0
Supply only Chain link MS galvanised fencing, any size (or) type of 3mm to 4mm dia wire.
S&F in repair 110 mm PVC(SWR) pipes single socketed in any length with rubber ring joints fixed to walls complete all as specified and directed.
Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion in cement concrete and separating / Removing of concrete from embeded portion of post and making good disturbed ground
Dismantling fencing wire mesh, any type
Dismantling barbed wire fencing of any description
S & F for Galvanised 2 strand, steel barded wire 2.24mm dia barbed with 2mm dia barbs at 75mmmm spacing and straining and fixing to any type of strandard rails straning bolts, incl, securing or tying at crossings with and provision of galvanised mild steel, wire staples or steel pins etc complete all as specified and directed. (each line wire to be measured separately).
M & L for painting one coat synthetic enamel paint on steel surface including preparation of old surface of any description , over 10 cm width or girth not otherwise described all as specified and directed
M&L for preparing new steel surfaces and applying two coat of synthetic enamel paint over a coat of red oxide primer on steel surfaces of any description over 10 cm width or girth incluidng necessary preparation of surface all as specified and directed.
fixing only chain link fencing including line wires, any mesh, size and type toany type of standards, rails, straning bolts, etc. including provision of binding wire
S & F 5 to 10mm mild steel in flat, round (or) square bars, in available length FE 410 W (GDE- E- 250) quality A
S&F mild stell screw bolts of 11 to 15 mm diameter of shank (machine made ) with hexagonal or squre heads at one end and screwed the other ,each screwed end to to be fitted with washers and one hexagonal or squre nut , exceeding 5 cm and not exceeding 10 cm long.
M&L for framed work as in doors or gates of angle or other section with gusset plates, rails, braces etc complete drilled for fixing of steel sheeting or other covering. Doors etc to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fitings (exclusive of steel sheeting or other covering, running ralls and guides) and hanging also fatening and fixing complete all as specified and as directed.(Fe-410 W Gde E-250-A)
M&L for 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
M&L for Mild steel TMT bars but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips
M&L for Formwork for flat finished surfaces to sides of concrete foundations, footings, bases of columns, raft and raft beams,sides and soffits (if any) of foundation and plinth beams;and similar work; vertical or to batter all as specified and directed.
M&L for M-25 Cement concrete Foundations, includingrafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete all as specified and directed.
M&L for Formwork for flat finished surfaces to sides of square, rectangular and polygon pillars,posts, struts, piers, columns and stanchions
M&L for Reinforced cement concrete (Nominal mix )M-25 in Columns, pillars, piers, posts and struts all as specified and directed.
M&L PCC 1:2:4 type B-1(Using 20mm graded crushed stone agg) in lintels upto 1.5 m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs , water troughs and the like including weathering, slightly rounded for chamfered angles and throating, as directed.
Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter
M&L 15mm thick plastering on concrete surface in CM 1:4 finished even and smooth without using extra cement complete all as specified and directed.
M&L Preparation of newly plastered or unplastered surfaces on wall surfaces and applying two coats of cement base paint over a coat of primer complete all as specified.
Returning , filling in, includidng spreading , levelling , watering and well ramming in layers not exc 25 cm in hard/dense soil complete all as specified and directed.
Removing excavated material n.exc 50m and depositing where directed at a level n.exc 1.5 m above the starting point complete
Excavation in trenches n.exc 1.5m deep & n.exc 1.5m wide and n. exc 10 sqm on plan, in soft/loose soil and getting out.
Excavation over areas n.exc 1.50m deep for foundation & getting out inSoft/loose soil.
All as per item No. 34.00 here-in-above but exc 1.50 m and n.exc 3.00 m in depth and getting out in disintegrated rock.
Excavation over areas exc 3.0 m deep and n.exc 4.50 m in depth for foundation & getting out in soft / disintegrated rock.
M&L for PCC (1:4:8) type D2 using 40mm graded stone agg as in Foundation filling and Mass concrete.
M&L RCC M-30 (Design Mix) as in raft foundations, footings plinth beams bases for column and base slabs complete all as specified and directed.
M&L RCC M-30 (Design Mix) as in vertical wall complete all as specified and directed.
M&L RCC M-30 (Design Mix) as in roof beam complete all as specified and directed.
M&L RCC M-30 (Design Mix) as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed.
M&L precast cement concrete block masonry with solid block, type C-1,1:3:6 mix ( using 20mm graded aggregate ), exc 10cm in width and setting in cement mortar 1:6 complete all as specified and directed.
Formwork to faces of RCC walls with fair finished surfaces in curved complete all as specified
Formwork to sides and soffits of floor or roof beams and ring beam with fair finished surfaces in curved.
Formwork to sides and soffits of Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) with fair finished surfaces of concrete.
M&L Rendering (Internal) 15 mm thick in Cement Mortar 1:6 on Brick/ PCC Blocks or Concrete Works, finished Plastered Surfaces Even and Smooth without Using Extra Cement, complete all as specified and as directed.
M&L Rendering (External) 15mm thick on Brick/PCC Blocks or Concrete Works consisting in 2 layers, Backing/Under layer of 10mm thick in Cement Mortar 1:4 and Float/ Top layer 5.0mm thick in Cement Mortar 1:4 including mixing WPC to Float/ Top layer, finished Fair and Even, complete all as specified and as directed
Supply only water proofing compound.
M&L Rendering on roof 10 mm thick in CM 1:3 mixed with water proof compound as per manufacturer instruction and finished even and smooth (without using extra lime/cement) (WPC shall be measured separetly)
M & L For Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mi- tred/stopped ends complete all specified and directed.
PCC (1:3:6) type C-1 using 20mm graded stone aggregates as in bed plates, coping etc, complete all as specified.
S&F Expanded metal n exc 4 Kg cut to length, bent to shape required and tying with and including annealed mild steel wire not less than 0.9mm dia or fixing with galvanised steel staples supplied and fixed complete all as specified and directed.
M & L 200 MM dia reinforced concrete pipe class NP2 laid and jointed complete with collors in trenches etc on concret bed or directly on hard ground complete all as directed.
M & L for 200 mm dia Bends, laid and jointed, complete all as specified and directed.
S & F of Hand rails, half round or other steel section , hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts complete all as specified and directed.
M&L two coats of cement based paint over a coat of primer complete all as specified and directed
Earth filling under floors or in foundation including watering and consolidation well ramming including sporeading and levelling n.exc 25cm thick complete all as specified and directed. Note : Earth to be filled shall be obtained from item No. 1 , 2 ,3 & 4 above.
Removing of excavated soil to a distance exc 250 mtr but n.exc 500 mtr and deposited where directed at a level n.exc 1.50 mtr above the starting point complete all as specified and directed
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