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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.3 CrAccepted-AOC | ₹5.3 Cr | L1 | Accepted-AOC Lowest and reasonable |
| 2 | L2₹5.4 CrRejected-Finance | ₹5.4 Cr | L2 | Rejected-Finance Other than L1 |
| 3 | L3₹5.5 CrRejected-Finance H NO 2715 SECTOR 9 11 HISAR 125001 HARYANA | HISAR | HARYANA | 125001 | ₹5.5 Cr | L3 | Rejected-Finance Other than L1 |
| 4 | L4₹5.6 CrRejected-Finance JODHPUR ROAD UTARLAI BARMER RAJ 344035 | BARMER | RAJASTHAN | 344035 | ₹5.6 Cr | L4 | Rejected-Finance Other than L1 |
| 5 | L5₹5.8 CrRejected-Finance H NO 1366 3 GALI NO 6 MATA ROAD NEAR HAPPY MODEL SCHOOL RAJIV NAGAR GURGOAN 122001 HARYANA | GURUGRAM | HARYANA | 122001 | ₹5.8 Cr | L5 | Rejected-Finance Other than L1 |
| Sl No | Description | Qty | Unit | PAWAN KUMAR L5 | malik constructions L8 | UNIVERSAL INFRAPROJECT PVT LTD L7 | M/S Sulakh Brothers L1 | M/S RAJINDER SINGH L2 | M/s Sahib and Company L6 | meenakshi construction L9 | Sh. Raj Kumar Malik Contractor L3 | M/s godara infratech and power industries L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in soft / loose soil and clearing away all grass vegetation, saplings, shrubs, brushwood, undergrowth, roots, and trees not exceeding 30 cm girth (measured one metre above ground level) complete all as specified and directed. | 31,500 | Sqm | 20 ₹6.3 L | 40 ₹12.6 L | 45 ₹14.2 L | 30 ₹9.4 L | 15 ₹4.7 L | 20 ₹6.3 L | 50 ₹15.8 L | 24 ₹7.6 L | 25 ₹7.9 L |
| 2.00 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out in all kind of soil and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specified and directed | 2,763.6 | Cum | 100 ₹2.8 L | 50 ₹1.4 L | 152 ₹4.2 L | 100 ₹2.8 L | 90 ₹2.5 L | 100 ₹2.8 L | 140 ₹3.9 L | 87 ₹2.4 L | 90 ₹2.5 L |
| 3.00 | Rolling and Consolidating formation surface in cutting by using Power Roller exceeding 8 tonne & not exceeding 12 tonne complete all as specified and directed. | 3,150 | Ten Sqm | 50 ₹1.6 L | 40 ₹1.3 L | 140 ₹4.4 L | 220 ₹6.9 L | 30 ₹94,500 | 100 ₹3.1 L | 42 ₹1.3 L | 120 ₹3.8 L | 100 ₹3.1 L |
| 4.00 | M&L for laying and compacting 150 mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade V as specified Table 900-1 of MoRTH specifications for Road and Bridge works, 2013, in a single layer over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag, or combination thereof as per the grading required. The materials are mechanically mixed, spread and leveling on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-100 KN static weight for achieving required compaction density of atleast 98% of the Maximum Dry Density. Consolidating to required gradient and camber complete all as specified and directed with finished surface tolerances as per Table 900-1 of MoRTH specifications for Road and Bridge works, 2013 | 3,150 | Ten Sqm | 2,000 ₹63 L | 3,200 ₹1.0 Cr | 2,300 ₹72.5 L | 2,300 ₹72.5 L | 2,650 ₹83.5 L | 2,700 ₹85.0 L | 4,380 ₹1.4 Cr | 2,120 ₹66.8 L | 1,800 ₹56.7 L |
| 5.00 | M&L for laying and compacting 75 mm thick (compacted thickness) Wet Mix Macadam (WMM) grading as per table 400-13 of MoRTH specifications for Road and Bridge works 2013 manufactured in WMM plant. material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100KN static weight and consolidating to required gradient and camber complete all as specified and directed. The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013. | 3,150 | Ten Sqm | 2,500 ₹78.8 L | 3,000 ₹94.5 L | 1,700 ₹53.5 L | 1,400 ₹44.1 L | 1,450 ₹45.7 L | 1,800 ₹56.7 L | 3,210 ₹1.0 Cr | 1,210 ₹38.1 L | 1,950 ₹61.4 L |
| 6.00 | M&L for laying 100 mm thick Dry lean Concrete (DLC) in M-15 (Design mix) with minimum cement OPC 43 grade and cement content not less than 150 Kg/Cum DLC mixed in Batching Plant having 7 day average compressive strength not less than 7 MPa , transported to site and laid by electronic sensor paver including spreading and compacting usign high amplitude tamping bars of paver (initial compaction) further by double drum smooth wheeled vibratory rollers with 80-100 KN static weight to achieve minimum dry density not less than 98% of maximum Dry Density, necessary finishing etc complete all as specified and tolerances to be as per Table 900-1 of MoRTH specificatiens for Road and Bridge work 2013 | 2,100 | Ten Sqm | 3,000 ₹63 L | 4,000 ₹84 L | 5,100 ₹1.1 Cr | 3,300 ₹69.3 L | 3,200 ₹67.2 L | 4,500 ₹94.5 L | 3,210 ₹67.4 L | 3,810 ₹80.0 L | 4,200 ₹88.2 L |
| 7.00 | M&L for 10 mm thick sand cushioning layer including spreading and levelling complete all as specified & directed. | 210 | Cum | 1,000 ₹2.1 L | 1,000 ₹2.1 L | 1,500 ₹3.1 L | 1,000 ₹2.1 L | 700 ₹1.5 L | 1,000 ₹2.1 L | 1,800 ₹3.8 L | 780 ₹1.6 L | 1,500 ₹3.1 L |
| 8.00 | M&L for polythene film of white colour, heavy duty 150 micron thick, laid over sand cushioning layer complete all as specified & directed
Note : (i) Portion of overlaping of sheet may not considered for payment purpose, however overlaping shall be provided as specified and directed. | 21,000 | Sqm | 120 ₹25.2 L | 65 ₹13.7 L | 32 ₹6.7 L | 20 ₹4.2 L | 40 ₹8.4 L | 50 ₹10.5 L | 69 ₹14.5 L | 70 ₹14.7 L | 50 ₹10.5 L |
| 9.00 | Material & Labour for 200mm thick Pavement Quality Concrete (PQC) work in Pavement/Dispersal/Taxi Lirik Cum of minimum field flexural strength 45 Kg/Sqcm, (Lower Control Limit) (LCL) after 28 days of pavement siab using minimum 400 Kg Ordinary Portland Cement Grade 43 per cum with not exc 31.5mm graded crushed storie aggregate conforming to IS: 383 (grading and other parameters as specified in PS) and mixed with non circular synthetic fibre reinforcement @ 0.25% of of weight of cement or as per manufacturers instuction, mixed in batching plant transported to site, laid in panels, spread and compacted using Slip form paver of minimum width 7.5 m, mechanically vibrated and bull nosing/rounding off the edges, spreading curing compund, finishing the surface by brooming without using extra cement etc including necessary form work etc complete all as specified and directed. | 4,200 | Cum | 6,789 ₹2.9 Cr | 7,200 ₹3.0 Cr | 6,800 ₹2.9 Cr | 6,600 ₹2.8 Cr | 7,000 ₹2.9 Cr | 6,900 ₹2.9 Cr | 10,050 ₹4.2 Cr | 6,900 ₹2.9 Cr | 6,500 ₹2.7 Cr |
| 9.10Notes: (a) Flexural strength shall be established by beam test and design mix formula should be compatible to IRC-44-2017, 15-456. (b) The non circular fibre synthetic reinforcement mixed with concrete shall be measured and paid separately as 'Supply only' under respective item of BOQ (c) All types of joints shall be measured and paid separately under respective items of BOQ. Curing compound shall be applied at the paving stage after broom finish and surface is dry and rate for use of curing compound shall be included in the unit rate quoted. (d) No deduction shall be made from concrete for space occupied by construction and dummy joint. However,deduction shall be made for the space occupied by expansion joints (e) Cost of any admixtures required to achieve the desired properties of concrete shall be deemed to be included in the unit rate quoted for PQC nothing extra shall be paid on this account. (f) No price adjustment shall be applicable if excess quantity of Ordinary Portland Cement, grade 43 content used in the work as approved in the Design Mix exceeds 400 Kg. (g) The rate quoted shall be inclusive of use and waste of form work for total thickness. (h) The trial bay will be executed as per above specification and shall be approved by GE. The quoted rate shall be deemed to include this provision and nothing extra shall be paid on this account. (j) Surface shall be finished by traverse brooming of maximum 1.5 mm deep as per MORTH specification | ||||||||||||
Updated dates
Tender Value
₹6.6 Cr
EMD Value
₹6.5 L
Closing Date
22 Jan 2026, 6:00 pmClosed
CHIEF ENGINEER JAIPUR ZONE JAIPUR
HEAD QUARTER CHIEF ENGINEER JAIPUR ZONE JAIPUR
PROVISION OF APPROACH ROAD AND EXIT ROAD AT HISAR MIL STN
2025_MES_736888_1
80931
Open Tender
Civil Works - Roads
365 days
GE Hisar
Please refer to tender documents
7 documents required · 7 mandatory
₹3,000
GE Hisar
₹6.5 L
Yes
HEAD QUARTER CHIEF ENGINEER JAIPUR ZONE JAIPUR
26 Mar 2026
25 Oct 2025
24 Jan 2026
25 Oct 2025
22 Jan 2026
15 Jan 2026
31 Oct 2025
Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in soft / loose soil and clearing away all grass vegetation, saplings, shrubs, brushwood, undergrowth, roots, and trees not exceeding 30 cm girth (measured one metre above ground level) complete all as specified and directed.
Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out in all kind of soil and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specified and directed
Rolling and Consolidating formation surface in cutting by using Power Roller exceeding 8 tonne & not exceeding 12 tonne complete all as specified and directed.
M&L for Laying and compacting 150 mm thick (compacted thickness ) WMM laid in two layers of 75 mm each grading as per table 400-13 of MaRTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100KN static weight and consolidating to required gradien and camber complete all as specified and directed The finished surface tolerances to be as per Table 900-1 of MaRTH specifications for Road and Bridge works 2013.
M&L for 20 mm thick sand cushioning layer including spreading and levelling complete all as specified & directed.
M&L for polythene film of white colour, heavy duty 150 micron thick, laid over sand cushioning layer complete all as specified & directed Note : (i) Portion of overlaping of sheet may not considered for payment purpose, however overlaping shall be provided as specified and directed.
Finishing surface of concrete road pavements by brooming etc. complete all as specified and directed.
M&L for forming construction (dummy) joint 65mm deep x10mm wide,filed with sealing compound grade 'B' for 200 mm thick complete all as specified & directed.
Forming embankment including raising (or lowering) earth, spreading in layers n.exc30cm thick, watering ramming/rolling and finishing to required size, shape, etc n exc 1.5m high from base complete all as specified and directed. Note : (i) for making the payment purpose, 20% deduction shall be made as bulkage of sand/earth. (ii) Before carring the earth , the quality of earth shall be got approved by GE and nothing extra shall be made on account of any misunderstanding at later stage.
Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil of all kind of soil and disposal of surplus excavated soil as directed, within a lead of 50 m complete all as specified and directed.
M&L for PCC 1:4:8 type D2 (using 40mm graded stone aggregates) as in foundation, filling and mass concrete complete all as specified and directed.
M&L brick work with sub class 'B' bricks straight or curved on plan exc 6 mtr mean radius built in CM (1:6) using old size bricks complete all as specified and directed.
M&L for PCC 1:3:6 type C2 (using 40mm graded stone aggregates) in concrete bed for drain/hume pipe 600mm bore including packing under and completely surrounding pipes with concrete after they are laid and tested in complete all as specified and directed.
M&L Reinforced concrete drain pipe 600mm bore, class NP3, laid and jointed complete with collars all as specified and directed. Note:- The PCC for this item shall be executed under item No. 18 here-in-before.
M&L PCC 1:2:4 type B0 (12.5MM graded stone aggregate) as in coping on top of parapet wall etc including necessary form work complete all as specified and directed..
S&F PVC (SWR) pipes in any length with rubber ring joints fixed in wall as a weep holes bore of pipe 75mm complete all as specified and directed.
M&L Stone Boulder pitching laid dry, hand packed tightly complete all as specified and directed. Note : Size of boulder shall be as per Para 6.4.2 of SSR Part-I (2009)
M&L for rendering 15mm thick in CM 1:4 on fair faces of brick work or concrete surfaces complete all as specified and directed.
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