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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.1 LAccepted-AOC | L1 | Accepted-AOC Lowest bidder | |
| 2 | L2₹15.4 L+₹42,771 (2.87%)Rejected-Finance | L2 | Rejected-Finance Other than lowest bidder | |
| 3 | L3₹16.5 L+₹1.6 L (10.8%)Rejected-Finance | L3 | Rejected-Finance Other than lowest bidder | |
| 4 | L4₹16.8 L+₹1.8 L (12.4%)Rejected-Finance | L4 | Rejected-Finance Other than lowest bidder | |
| 5 | L5₹16.9 L+₹1.9 L (13.0%)Rejected-Finance | L5 | Rejected-Finance Other than lowest bidder |
| Sl No | Description | Qty | Unit | UNIVERSAL INFRAPROJECT PVT LTD L4 | M/S ROHIT CONSTRUCTION L7 | M/S Anil Enterprises L10 | SHRI RADHAYSHYAM JHA L9 | S.R.Enterprises L3 | V S CONSTRUCTION L1 | Rakesh Choudhary Contractor L2 | ANKIT BUILDERS L6 | Khatana enterprises L5 | Sh. Manoj Nagar L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5m depth for foundation etc or for shafts, wells cesspits manholes pier holes etc not exceeding 10 sqm on plan and in soft /loose soil etc complete all as specified and directed. | 10 | CUM | 150 ₹1,500 Lowest | 180 ₹1,800 | 150 ₹1,500 Lowest | 199 ₹1,990 | 150 ₹1,500 Lowest | 180 ₹1,800 | 160 ₹1,600 | 250 ₹2,500 | 200 ₹2,000 | 350 ₹3,500 |
| 2.00 | Returning, filing in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in soft/loose soil etc complete all as specified and directed | 3 | CUM | 75 ₹225 | 100 ₹300 | 45 ₹135 Lowest | 79 ₹237 | 70 ₹210 | 50 ₹150 | 60 ₹180 | 150 ₹450 | 50 ₹150 | 250 ₹750 |
| 3.00 | Removal of excavated materials (soil) not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting points etc complete all as specified and directed. | 7 | CUM | 80 ₹560 | 110 ₹770 | 55 ₹385 Lowest | 79 ₹553 | 70 ₹490 | 120 ₹840 | 60 ₹420 | 200 ₹1,400 | 100 ₹700 | 300 ₹2,100 |
| 4.00 | Excavation in soft / loose soil for post holes (or similar holes) each not exceeding 0.50 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering, and removing surplus soil to a distance not exceeding 50 m and making good surface complete all as specified and directed. | 25 | EACH | 100 ₹2,500 | 200 ₹5,000 | 200 ₹5,000 | 99 ₹2,475 | 70 ₹1,750 Lowest | 160 ₹4,000 | 150 ₹3,750 | 300 ₹7,500 | 300 ₹7,500 | 300 ₹7,500 |
| 5.00 | M&L for broken stone or boulders hardcore of gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and directed. | 5 | CUM | 1,200 ₹6,000 | 900 ₹4,500 | 2,100 ₹10,500 | 1,209 ₹6,045 | 650 ₹3,250 | 777 ₹3,885 | 900 ₹4,500 | 1,250 ₹6,250 | 600 ₹3,000 Lowest | 900 ₹4,500 |
| 6.00 | M&L for PCC 1:3:6 type C-2 using 40mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed. | 2.8 | CUM | 4,200 ₹11,760 | 3,200 ₹8,960 | 2,640 ₹7,392 | 2,909 ₹8,145.2 | 3,500 ₹9,800 | 2,500 ₹7,000 Lowest | 2,900 ₹8,120 | 4,200 ₹11,760 | 3,000 ₹8,400 | 2,900 ₹8,120 |
| 7.00 | M&L for PCC 1:4:8 type D-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed. | 28 | CUM | 2,200 ₹61,600 | 3,000 ₹84,000 | 2,600 ₹72,800 | 2,109 ₹59,052 | 2,800 ₹78,400 | 2,000 ₹56,000 Lowest | 2,600 ₹72,800 | 2,800 ₹78,400 | 3,000 ₹84,000 | 2,500 ₹70,000 |
| 8.00 | M&L for PCC 1:3:6 type C-2 using 40 mm graded stone aggregate as in surface channels and drains complete all as specified and directed. | 15 | CUM | 3,000 ₹45,000 | 3,200 ₹48,000 | 2,640 ₹39,600 | 2,999 ₹44,985 | 3,500 ₹52,500 | 2,200 ₹33,000 Lowest | 2,900 ₹43,500 | 3,500 ₹52,500 | 3,500 ₹52,500 | 2,800 ₹42,000 |
| 9.00 | M&L for PCC 1:3:6 type C1 using 20 mm graded stone aggregate as in lintels upto 1.5 m clear span, cills, copings, bed plate, plinth courses, roof kerbs or mud stops rounded or chamfered on edges including necessary form work complete all as specified and directed. | 1 | CUM | 4,500 ₹4,500 | 3,200 ₹3,200 | 4,100 ₹4,100 | 2,999 ₹2,999 Lowest | 3,500 ₹3,500 | 3,300 ₹3,300 | 5,500 ₹5,500 | 4,500 ₹4,500 | 4,000 ₹4,000 | 4,500 ₹4,500 |
| 10.00 | M&L for providing precast cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate in window or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry), string courses, copings kneelers, apex stones, pier caps, columns, posts, boundary pillars,bed plates, pintle blocks, ancho-rage blocks, bonders (for stone walling) corbels, brackets, etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throat- ing etc. and setting in cement mortar 1:4 complete with joints to match complete all as specified and directed. | 2 | CUM | 7,000 ₹14,000 | 4,000 ₹8,000 Lowest | 8,000 ₹16,000 | 5,899 ₹11,798 | 6,500 ₹13,000 | 4,500 ₹9,000 | 5,000 ₹10,000 | 6,500 ₹13,000 | 5,000 ₹10,000 | 4,500 ₹9,000 |
Tender Value
₹20 L
EMD Value
₹40,000
Closing Date
6 Mar 2026, 6:00 pmClosed
GE (S) Jaipur
Garrison Engineer (South) Jaipur Military Engineer Services Kalyan Marg, Jaipur302006
REPAIR TO PAVED AREA, DRAIN, CULVERT, PATH, SECURITY WALL, FENCING AND GATE AT HALDIGHATI LINES IN ZONE-III AREA UNDER GE (S) JAIPUR AT MIL STN JAIPUR
2026_MES_752483_1
GE(S)/J-73P/2025-26 8447/E8
Open Tender
Civil Works
Item Rate
270 days
GE (S) Jaipur
Class E and Category a(i)
8 documents required · 8 mandatory
₹500
GE(S) Jaipur
₹40,000
Yes
5 May 2026
13 Feb 2026
12 Mar 2026
13 Feb 2026
6 Mar 2026
28 Feb 2026
Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5m depth for foundation etc or for shafts, wells cesspits manholes pier holes etc not exceeding 10 sqm on plan and in soft /loose soil etc complete all as specified and directed.
Returning, filing in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in soft/loose soil etc complete all as specified and directed
Removal of excavated materials (soil) not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting points etc complete all as specified and directed.
Excavation in soft / loose soil for post holes (or similar holes) each not exceeding 0.50 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering, and removing surplus soil to a distance not exceeding 50 m and making good surface complete all as specified and directed.
M&L for broken stone or boulders hardcore of gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and directed.
M&L for PCC 1:3:6 type C-2 using 40mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed.
M&L for PCC 1:4:8 type D-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed.
M&L for PCC 1:3:6 type C-2 using 40 mm graded stone aggregate as in surface channels and drains complete all as specified and directed.
M&L for PCC 1:3:6 type C1 using 20 mm graded stone aggregate as in lintels upto 1.5 m clear span, cills, copings, bed plate, plinth courses, roof kerbs or mud stops rounded or chamfered on edges including necessary form work complete all as specified and directed.
M&L for providing precast cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate in window or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry), string courses, copings kneelers, apex stones, pier caps, columns, posts, boundary pillars,bed plates, pintle blocks, ancho-rage blocks, bonders (for stone walling) corbels, brackets, etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throat- ing etc. and setting in cement mortar 1:4 complete with joints to match complete all as specified and directed.
M&L for providing precast cement concrete louvres and jallies 25 mm thick (measured solid) including all mouldings but excluding frame in cement concrete 1:2:4 type B0 using 12.5 mm graded stone aggregates and set in cement mortar 1:4 complete all as specified and directed.
M&L for RCC (nominal mix) 1:2:4 type B-0 using 12.5 mm graded stone aggregate as in slab supported on wall,beam and column in floors, roofs, landings, balconies, canopies and in shelves and similar work complete all as specified and directed. Note :- Reinforcement and form work shall be measured and paid separately.
M&L brick work using old size sub class 'B' bricks straight or curved on plan exc 6 m mean radius built in cement mortar 1:6 complete all as specified and directed.
M&L for walling of random rubble uncoursed stone masonry, well bonded, bedded and solidly hearted built in cement mortar 1:6 complete all as specified and directed.
M&L for Dholpur stone with hammer dressed facework (with maximum depression from a straight edge held against the dressed surface not exc. 20mm), about 40mm high, 75mm deep in straight courses, laid and jointed in cement and stone dust mortar 1:3, recess pointed (10mm x 20mm) with an admixture of white cement and Dholpur stone dust 1:1 complete all as specified and directed.
M&L for 40mm thick sand stone slabs, dressed close picked on exposed faces, set and jointed in cement and stone dust mortar 1:3 and pointed in cement mixed with approved pigment to match complete all as specified and directed.
M&L for form work to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work not exceeding 200 mm thick (horizontal or sloping) for rough finished flat surface of concrete complete all as specified and directed
M&L for Form work to edges of concrete flats, treads breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roof and sides of bands in walls, horizontal or sloping and similar work for fair finished concrete surface exc 10 cm but not exc 20 cm wide complete all as specified and directed.
S&F MS work in fencing post ,flat iron as in wind ties or similar work conforming to Fe -290 Gde E-165 including cutting, drilling ,bolting or riveting etc complete all as specified and directed.
S&F mild steel framed work for windows grills such as grills, gratings etc with ends of bars shouldered and / or riveted or forged into spikes, framed guard bars, barred iron doors / window and similar work conforming to Fe -290 Gde E-165 complete all as specified and directed.
M&L for mild steel TMT bar 10 mm dia and over cut to length bent to shape required including cranking, bending spirally for hoping for columns hooking ends and binding with & including Mild Steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
M&L for mild steel TMT bar 6 to 8 mm dia cut to length bent to shape required including cranking, bending spirally for hoping for columns hooking ends and binding with & including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed.
S&F rolled mild steel section as in Plate girder or single stanchions, built up of one beam or channel section with flange plates, caps, bases. splices, angle brackets, cleats and other connections of grade Fe 410-W (Gde E-250) quality A complete all as specified and directed
S&F rolled mild steel section in roof trusses (framed), trussed, purlins, crane gantries,rail and fastenings and heavy bracket framing (beam, tee, angle,channel or flat sections) including distance pieces, cleat etc of grade Fe 410-W (Gde E-250) quality B complete all as specified and directed.
Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc.including provision of binding wire complete all as specified and directed
S&F Galvanized, 2 strand, steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacing and straining and fixing to any type of posts, straining bolts, standard bolt, including securing or tying at crossing with and including provision of galvanized mild steel wire staples or steel pins, etc complete all as specified and directed. Note : Each line of wire to be measured for the purpose of payment.
M&L for welding in repairs exc 2.5 cm but n exc 5cm in length, thickness of metal to be welded not exceeding 6 mm complete all as specified and directed.
Supply only chain link MS galvanisd fencing, any size or type complete all as specified and directed.
S&F fibre glass reinforced translucent corrugated sheeting 2 mm thick with two corrugation side lap fixed with L-type or J- type or cranked hook bolt in roof, wall etc complete all as specified and directed.
S&F pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof overing/ cladding to wall, fixed with self tapping screws complete all as specified and directed.
M&L for machine cut kota stone slab flooring mirror finished 20-25 mm thick (each slab not less than 0.25 sqm) over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing on treads of step and landing of stair including screed bed 20 mm thick in CM 1:6 complete all as specified and directed.
M&L for PCC 1:3:6 type C2 using 40 mm graded stone aggregate, 75 mm thick in plinth protection laid in panels and finished even and smooth without using extra cement including necessary form work complete all as specified and directed.
M&L for PCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in flooring 40 mm thick surface finished even and smooth with using extra cement complete all as specified and directed.
M&L for designer rubber moulded chequered cement concrete tiles 30 cm x 30 cm x 22 to 25 mm thick set, jointed and pointed in neat cement slurry as in floors with grey cement and no pigments over and including 15 mm thick screed bed in cement mortar 1:4 complete all as specified and directed.
M&L for providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3, including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and directed.
M&L for providing and laying 60 mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed.
Taking down cement plaster any description on brick or stone walls etc including raking out joints, hacking for key, scrubbing down with water complete all as specified and directed.
M&L for rendering 15 mm thick in CM 1:4 on fair faces of brick or concrete surface of wall and finished even and smooth without using extra cement with and including integral water proofing compound at rate of 03% by weight of cement or as per manufacturer specification complete all as specified and directed.
M&L for rendering on stone masonry or other than fair faces of brick work of wall 15 mm thick in CM 1:4 and to be finished even and smooth with out using extra cement complete all as specified and directed.
M&L for preparation of new or previously untreated surfaces of steel of any description, over 10cm in width or girth and apply two coat of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.
M&L in repair for PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls of 110 mm bore of pipe etc complete all as specified and directed.
S&F PVC (SWR) bends any radius of 110 mm bore without access door complete all as specified and directed.
Demolition of brick work or stone/boulder masonry built in cement mortar including all quoins, arches, pillars etc complete all as specified and directed.
Dismantling of stone slabs of any description or thickness, laid bedded and pointed in any mortar in floor, apron etc complete all as specified and directed
Dismantling of interlocking paving of any description or thickness laid dry complete all as specified and directed.
Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided complete all as specified and directed.
Demolition of reinforced cement concrete in roofs, floors (other than ground floors), beams, staircases, landing, chajjas and similar suspended work (reinforcement cut as required to facilitate demolition) complete all as specified and directed.
Dismantling one way trellis work (Jafri), including taking as under of battens in trellis (posts and rails measured separately) 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.
Dismantling of plain or corrugated steel sheeting,any gauge, thickness, including Nainital or similar pattern roof coverings complete all as specified and directed.
Dismantling fencing wire mesh, any type complete all as specified and directed.
Dismantling posts or struts (wood, steel or R.C.C.) any section, embedded in natural ground, including taking out embedded portion and making good disturbed ground complete all as specified and directed.
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