Loading
Loading…
New
Tenderkart now works inside Claude and ChatGPT: search and analyse tenders right from your chat
Tenderkart now works inside Claude and ChatGPT: search and analyse tenders right from your chat
Loading…
Tender ID
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₹5.3 CrAccepted-AOC | L1 | Accepted-AOC Lowest and reasonable | |
| 2 | L2₹5.4 Cr+₹11.1 L (2.10%)Rejected-Finance VPO SATROD KALAN HISAR HARYANA | HISAR | HISAR | HARYANA | L2 | Rejected-Finance Other than L1 | |
| 3 | L3₹5.5 Cr+₹14.2 L (2.67%)Rejected-Finance H NO 2715 SECTOR 9 11 HISAR 125001 HARYANA | HISAR | HARYANA | 125001 | L3 | Rejected-Finance Other than L1 | |
| 4 | L4₹5.6 Cr+₹26.7 L (5.03%)Rejected-Finance 12 53 CHOPASNI HOUSING BOARD JODHPUR 342 008 RAJ | JODHPUR | JODHPUR | RAJASTHAN | 342008 | L4 | Rejected-Finance Other than L1 | |
| 5 | L5₹5.8 Cr+₹53.0 L (9.96%)Rejected-Finance H NO 1366 3 GALI NO 6 MATA ROAD NEAR HAPPY MODEL SCHOOL RAJIV NAGAR GURGAON 122 001 HARYANA | GURGAON | GURGAON | HARYANA | 122001 | 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 ₹6,30,000 | 40 ₹12,60,000 | 45 ₹14,17,500 | 30 ₹9,45,000 | 15 ₹4,72,500 Lowest | 20 ₹6,30,000 | 50 ₹15,75,000 | 24 ₹7,56,000 | 25 ₹7,87,500 |
| 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 ₹2,76,360 | 50 ₹1,38,180 Lowest | 152 ₹4,20,067.2 | 100 ₹2,76,360 | 90 ₹2,48,724 | 100 ₹2,76,360 | 140 ₹3,86,904 | 87 ₹2,40,433.2 | 90 ₹2,48,724 |
| 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 ₹1,57,500 | 40 ₹1,26,000 | 140 ₹4,41,000 | 220 ₹6,93,000 | 30 ₹94,500 Lowest | 100 ₹3,15,000 | 42 ₹1,32,300 | 120 ₹3,78,000 | 100 ₹3,15,000 |
| 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 ₹63,00,000 | 3,200 ₹1,00,80,000 | 2,300 ₹72,45,000 | 2,300 ₹72,45,000 | 2,650 ₹83,47,500 | 2,700 ₹85,05,000 | 4,380 ₹1,37,97,000 | 2,120 ₹66,78,000 | 1,800 ₹56,70,000 Lowest |
| 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 ₹78,75,000 | 3,000 ₹94,50,000 | 1,700 ₹53,55,000 | 1,400 ₹44,10,000 | 1,450 ₹45,67,500 | 1,800 ₹56,70,000 | 3,210 ₹1,01,11,500 | 1,210 ₹38,11,500 Lowest | 1,950 ₹61,42,500 |
| 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 ₹63,00,000 Lowest | 4,000 ₹84,00,000 | 5,100 ₹1,07,10,000 | 3,300 ₹69,30,000 | 3,200 ₹67,20,000 | 4,500 ₹94,50,000 | 3,210 ₹67,41,000 | 3,810 ₹80,01,000 | 4,200 ₹88,20,000 |
| 7.00 | M&L for 10 mm thick sand cushioning layer including spreading and levelling complete all as specified & directed. | 210 | Cum | 1,000 ₹2,10,000 | 1,000 ₹2,10,000 | 1,500 ₹3,15,000 | 1,000 ₹2,10,000 | 700 ₹1,47,000 Lowest | 1,000 ₹2,10,000 | 1,800 ₹3,78,000 | 780 ₹1,63,800 | 1,500 ₹3,15,000 |
| 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 ₹25,20,000 | 65 ₹13,65,000 | 32 ₹6,72,000 | 20 ₹4,20,000 Lowest | 40 ₹8,40,000 | 50 ₹10,50,000 | 69 ₹14,49,000 | 70 ₹14,70,000 | 50 ₹10,50,000 |
| 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 ₹2,85,13,800 | 7,200 ₹3,02,40,000 | 6,800 ₹2,85,60,000 | 6,600 ₹2,77,20,000 | 7,000 ₹2,94,00,000 | 6,900 ₹2,89,80,000 | 10,050 ₹4,22,10,000 | 6,900 ₹2,89,80,000 | 6,500 ₹2,73,00,000 Lowest |
| 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 | ||||||||||||
Tender Value
₹6.6 Cr
EMD Value
₹6.5 L
Closing Date
22 Nov 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
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
Item Rate
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 Nov 2025
25 Oct 2025
22 Nov 2025
15 Nov 2025
31 Oct 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | 29,820 | Sqm | - | - |
| 2 | 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 | 940 | Cum | - | - |
| 3 | Rolling and Consolidating formation surface in cutting by using Power Roller exceeding 8 tonne & not exceeding 12 tonne complete all as specified and directed. | 3,300 | Ten Sqm | - | - |
| 4 | M&L for 200 mm thick soling (or sub base) with broken boulders or quarried stone, inter stices filled, surface formed and rolled consolidated to required gradient and camber using power Roller exceeding 8 tonne & not exceeding 12 tonne for rolling complete all as specified and directed.
Note:- The rate of rolling with road roller is included in the quoted rate by contractor. However any misunderstanding shall not be entertained at later stage. | 3,300 | Ten Sqm | - | - |
| 5 | 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. | 3,300 | Ten Sqm | - | - |
| 6 | M&L for 20 mm thick sand cushioning layer including spreading and levelling complete all as specified & directed. | 490 | Cum | - | - |
| 7 | 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. | 24,500 | Sqm | - | - |
| 8 | M& L for Cement concrete in pavement/hard standing of flexural strength 40 Kg/ Square centimetres in filed using 400 Kg of cement per cubic metre, thickness of concrete 20cm or less laid in bays including necessary form work complete all as specified & directed.
Note:-
(a) The Contractors quoted rate shall be applicable for use of 400 Kg/Cum of cement on mentioned in the above item.
(b) Mix design for PQC shall be carried out as per IRC 44:2017 or its latest version with minimum cement content of 360 Kg/cum.
(c) In case, quantity of cement as per actual Design mix work out to be less than the qty mentioned in the description of item, than the actual quantity as per design mix shall be used in the work. In this regard minus price adjustment @ Rs. 7.00 per Kg of Cement used shall be recovered from the payment dues.
(d) In case, quantity of cement as per actual Design mix work out to be more than the qty mentioned in the description of item, than the quantity of actual as per design mix shall be used in the work without any extra to Govt. The contractor will take into account this aspect while quoting his bid/tender.
(f) Rate includes the followings:-
(i) Use and waste of side form for laying pavement concrete/hard standing in bays between joints & construction, expension joints/or between two construction joints for thickness of payment.
(ii) Cost of test to be carried out as specified to establish quality control.
(iii) For measurement purpose, deduction shall be made for expension joints. | 4,970 | Cum | - | - |
| 9 | Finishing surface of concrete road pavements by brooming etc. complete all as specified and directed. | 2,450 | Ten Sqm | - | - |
| 10 | 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. | 260 | Ten RM | - | - |
stage.html
html • 0.07 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.43 MB
BOQ_825094.xls
BOQ • 0.40 MB
Tender80913.pdf
Tender Documents • 9.56 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .