Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹81.7 LAccepted-AOC | L1 | Accepted-AOC Accepted being L1 bidder | |
| 2 | L2₹88.9 L+₹6.1 L (7.33%)Rejected-AOC VILLAGE DEVRATHA NO 1 POST SHAHGANJ DIST AGRA U P | L2 | Rejected-AOC Rejected being other than L1 bidder | |
| 3 | L3₹89.8 L+₹7.0 L (8.46%)Rejected-AOC AT PO DERA COLLIERY TALCHER DIST ANGUL ODISHA PIN 759103 | ANUGUL | ODISHA | 759103 | L3 | Rejected-AOC Rejected being other than L1 bidder | |
| 4 | Rejected-Technical | - | Rejected-Technical Rejected due to EMD has not depositmeeting criteria as per NIT |
| Sl No | Description | Qty | Unit | M/S A P CONSTRUCTION L3 | M/s M S Sharma and Co. L2 | M/s R.S. Enterprises L1 |
|---|---|---|---|---|---|---|
| 1.00 | M&L for repair to potholes any depth, not exc 1 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth, making good by applying tack coat @ 5 Kg per 10 Sqm with paving bitumminous primer VG-10 grade and putting required (consolidated thickness) bituminous premixed asphaltic semi dense concrete with 5% paving binder content VG-30 Grade by weight of total mix, rolled and compacted to required camber and gradient to a uniform smooth surface with 8 to 10 tonne power roller for pot holes exc 30mm depth complete all as specified and directed. | 2 | X Sqm | 1,500 ₹3,000 Lowest | 2,000 ₹4,000 | 2,100 ₹4,200 |
| 2.00 | M&L for preparing black top surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc. and applying evenly a priming / tack coat with paving bituminous primer VG-10 grade @ 5 Kg per Ten Sqm on black top road surface and applying 30mm thick (consolidated thickness) bituminous premixed semi dense asphaltic concrete with 5.5% paving bitumen binder content VG-30 Grade by weight of total mix, rolled and compacted to required camber and gradient to a uniform smooth surface with 8 to 10 tonne power roller complete all as specified and directed.
Note:- (i) Bituminous premix asphaltic semi dense concrete work shall be executed as per design mix as approved by GE.
(ii) The binder content specified is minimum. Any variation in binder content during design mix at site on plus side shall be borne by the contractor without any extra cost to Government.
(iii) Premixing shall be done by using Hot Mix plant and laying shall be done by using mechanical paver. complete all as specified and directed. | 1,410 | X Sqm | 3,100 ₹43,71,000 Lowest | 3,300 ₹46,53,000 | 3,300 ₹46,53,000 |
| 3.00 | M&L for scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exc 400 Sqm and depth exc 50mm but n. exc. 100mm including stacking usable materials for reuse and removing rubbish to a distance n.exc 50mm, complete all as specified and directed. | 50 | X Sqm | 500 ₹25,000 | 200 ₹10,000 | 100 ₹5,000 Lowest |
| 4.00 | M&L for 75mm thick (compacted thickness) WBM with coarse aggregates of grading 2 (63 to 40mm size) or grading 3 (50 to 20mm size), using granite, trap or basalt stone aggregate, spread, rolled and consolidated to gradient and camber required using 8 to 10 tonne power road roller complete all as specified and directed by Engineer in Charge. | 47 | X Sqm | 2,500 ₹1,17,500 | 900 ₹42,300 Lowest | 1,900 ₹89,300 |
| 5.00 | All as per item No. 4 above except materials (coarse aggregate). | 3 | X Sqm | 1,000 ₹3,000 | 500 ₹1,500 Lowest | 500 ₹1,500 Lowest |
| 6.00 | M&L for preparation of WBM surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc. and applying evenly a tack coat with bituminous primer (Paving bitumen VG-10 grade) @ 10 Kg per 10 Sqm over prepared WBM surface and applying Bituminous premixed asphaltic semi dense concrete 40mm thick consolidated thickness using crushed stone aggregate mixed with binder content not less than 5.5% by weight or total mix by using self propelled mechancial paver, rolled and compacted to required camber and gradient with 8 to 10 tonns capacity power roller including preparation of bitument carpet in digital computarized weight batch hot mix plant, complete all as specified and as directed.
Note:- (i) Bituminous premix asphaltic semi dense concrete work shall be executed as per design mix as approved by GE.
(ii) The binder content specified is minimum. Any variation in binder content during design mix at site on plus side shall be borne by the contractor without any extra cost to Government.
(iii) Premixing shall be done by using Hot Mix plant and laying shall be done by using mechanical paver complete all as specified and directed. | 50 | X Sqm | 3,100 ₹1,55,000 Lowest | 4,000 ₹2,00,000 | 3,100 ₹1,55,000 Lowest |
| 7.00 | M&L for bituminous macadam using paving bitumen (VG-30) any penetration @ 4% by weight of total mix laid/rolled compacted to required gradient and camber (Consolidated thickness 75mm or less as directed (if percentage of binder content in different in design mix than as specified the same shall eb adjusted at supply only bitumen rate @ Rs 42 per Kg), complete all as specified and directed. | 75 | Cum | 7,100 ₹5,32,500 | 4,500 ₹3,37,500 Lowest | 5,800 ₹4,35,000 |
| 8.00 | Demolition of brick work or stone/ boulder masonry, built in cement mortar or cement lime mortar including all quions, arches, pillars, etc. but excluding ashlar facing, dressed stone work and precast concrete articles etc. complete all as specified and directed. | 5 | Cum | 200 ₹1,000 Lowest | 200 ₹1,000 Lowest | 300 ₹1,500 |
| 9.00 | Demolition of brick laid bedded and pointed in any mortar flat or on edges, complete all as specified and directed. | 300 | X Sqm | 100 ₹30,000 Lowest | 100 ₹30,000 Lowest | 140 ₹42,000 |
| 10.00 | M&L for continuous brick edging with width equal to width of the brick, laid dry on edge vertically with old size sub class 'B' bricks, complete all as specified and directed. | 4,000 | RM | 125 ₹5,00,000 | 90 ₹3,60,000 | 34 ₹1,36,000 Lowest |
Tender Value
₹1.1 Cr
EMD Value
₹1.8 L
Closing Date
14 Aug 2025, 6:00 pmClosed
HQ CWE Prayagraj
HQ CWE New Cantt Prayagraj
REPAIR TO CERTAIN ROAD, ROAD FURNITURE, BERMS, ROAD MARKING PAINT, ETC IN AYODHYA CANTT UNDER AGE (I) AYODHYA.
2025_MES_719715_1
81993/AYD/E8
Open Tender
Civil Works
Item Rate
180 days
Ayodhya
Class B and Category a(v)
6 documents required · 6 mandatory
₹1,000
AGE (I) Ayodhya
₹1.8 L
Yes
20 Feb 2026
10 Jul 2025
21 Aug 2025
10 Jul 2025
14 Aug 2025
31 Jul 2025
Amount
M&L for repair to potholes any depth, not exc 1 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth, making good by applying tack coat @ 5 Kg per 10 Sqm with paving bitumminous primer VG-10 grade and putting required (consolidated thickness) bituminous premixed asphaltic semi dense concrete with 5% paving binder content VG-30 Grade by weight of total mix, rolled and compacted to required camber and gradient to a uniform smooth surface with 8 to 10 tonne power roller for pot holes exc 30mm depth complete all as specified and directed.
M&L for preparing black top surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc. and applying evenly a priming / tack coat with paving bituminous primer VG-10 grade @ 5 Kg per Ten Sqm on black top road surface and applying 30mm thick (consolidated thickness) bituminous premixed semi dense asphaltic concrete with 5.5% paving bitumen binder content VG-30 Grade by weight of total mix, rolled and compacted to required camber and gradient to a uniform smooth surface with 8 to 10 tonne power roller complete all as specified and directed. Note:- (i) Bituminous premix asphaltic semi dense concrete work shall be executed as per design mix as approved by GE. (ii) The binder content specified is minimum. Any variation in binder content during design mix at site on plus side shall be borne by the contractor without any extra cost to Government. (iii) Premixing shall be done by using Hot Mix plant and laying shall be done by using mechanical paver. complete all as specified and directed.
M&L for scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exc 400 Sqm and depth exc 50mm but n. exc. 100mm including stacking usable materials for reuse and removing rubbish to a distance n.exc 50mm, complete all as specified and directed.
M&L for 75mm thick (compacted thickness) WBM with coarse aggregates of grading 2 (63 to 40mm size) or grading 3 (50 to 20mm size), using granite, trap or basalt stone aggregate, spread, rolled and consolidated to gradient and camber required using 8 to 10 tonne power road roller complete all as specified and directed by Engineer in Charge.
All as per item No. 4 above except materials (coarse aggregate).
M&L for preparation of WBM surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc. and applying evenly a tack coat with bituminous primer (Paving bitumen VG-10 grade) @ 10 Kg per 10 Sqm over prepared WBM surface and applying Bituminous premixed asphaltic semi dense concrete 40mm thick consolidated thickness using crushed stone aggregate mixed with binder content not less than 5.5% by weight or total mix by using self propelled mechancial paver, rolled and compacted to required camber and gradient with 8 to 10 tonns capacity power roller including preparation of bitument carpet in digital computarized weight batch hot mix plant, complete all as specified and as directed. Note:- (i) Bituminous premix asphaltic semi dense concrete work shall be executed as per design mix as approved by GE. (ii) The binder content specified is minimum. Any variation in binder content during design mix at site on plus side shall be borne by the contractor without any extra cost to Government. (iii) Premixing shall be done by using Hot Mix plant and laying shall be done by using mechanical paver complete all as specified and directed.
M&L for bituminous macadam using paving bitumen (VG-30) any penetration @ 4% by weight of total mix laid/rolled compacted to required gradient and camber (Consolidated thickness 75mm or less as directed (if percentage of binder content in different in design mix than as specified the same shall eb adjusted at supply only bitumen rate @ Rs 42 per Kg), complete all as specified and directed.
Demolition of brick work or stone/ boulder masonry, built in cement mortar or cement lime mortar including all quions, arches, pillars, etc. but excluding ashlar facing, dressed stone work and precast concrete articles etc. complete all as specified and directed.
Demolition of brick laid bedded and pointed in any mortar flat or on edges, complete all as specified and directed.
M&L for continuous brick edging with width equal to width of the brick, laid dry on edge vertically with old size sub class 'B' bricks, complete all as specified and directed.
M&L for brick work with sub class B bricks straight or curve on plan exc 6m mean radius built n cement mortar 1:6, complete all as specified and directed.
M&L for 15mm thick plaster in cement mortar 1:4 on fair faces of brick work or concrete surfaces finishing the surfaces even and smooth without using extra cement, complete all as specified and directed.
Demolition of cement concrete in ground floors and paving n.exc 15 cm thickness (below or above ground level) complete all as specified and directed.
M&L for 75mm precast cement concrete 1:4:8 type D-2 using 40mm graded crushed stone aggregate, as in sub base of floor complete all as specified and directed.
M&L for sand filling under interlocking tile, complete all as specified and directed.
M&L for 80mm thick M-40 grade machine pressed factory made precast prelaminated (laqure finish) cement concrete interlocking paver block (vibro compected and rubber moulded) in approved design and colour conforming to IS 15658-2006 jointed & pointed with gray cement and pigment as approved laid over sand cushion and joints filled with sand complete all as specified and directed.
All as per item No.16 above except interlocking paver block of 80mm thick.
All as per item No.16 but except interlocking paver block of 60mm thick.
Dismantling stone slabs and tiles (laid dry or laid dry and pointed) of any description or thickness in stone slabs and tiles of any complete all as specified and directed.
M&L for Cement concrete 1:2:4 type B-1 with using 20 mm graded stone aggregate as in lintels upto 1.5 clear span, cills, steps sersmic and other similar bands plinth courses, string course lacing courses, parapets and railings upto 60 cm in height, copings, edging concrete for paver boock, kerbs etc complete all as specified & directed.
M&L for preparation of newly plastered or concrete surface of any description not otherwise described, over 10cm width or girth not otherwise described and applying two coats of synthetic enamel paint as approved complete all as specified and directed.
S&F in repair for road side convex mirror of minimum 600mm dia (Matrial polycarbonate) mounted on steel pipe 2.10mtr long and dia of pipe is 80mm embedded with PCC type B-1, 1:2:4 (20mm graded aggregate) including RFR, removal including necessary excavation of size (0.3x0.3x0.5) cum and earth work in any type of soil, complete all as specified and directed.
M&L for 1st quality non skid coloured ceramic Endura tiles n.exc 0.11 Sqm 10mm thick set and jointed in neat cement slurry & pointed with coloured cement to match in floor over and including 15mm thick screed bed in cement mortar (1:4), complete all as specified and directed.:
M&L for 25mm thick plain cement concrete 1:3:6 type C-2 (using 12.5mm graded crusted stone aggregate) for levelling course of tiles, complete all as specified and directed.
S&F for reflector type solar Cat Eye with LEDs of red/yellow colour on each side (total 06 Nos) housed in a tough pressure die casted aluminium alloy of size/dimension 125mmx125mmx20mm, with built in system of suitable length with LEDs ,solar sells,battery and light senseor duly covered with tough unbreakable poly corbonate transparent sheet on top ,equipped with solar system workable for 2-3 days (night) after full charge of 8-10 hours , fixed on road surface by cutting holes and grouting with epoxy and/on MS stud(as per manufacturer instrctions) in the pattern and the location complete all as specified and directed. Make- Green liight CAT Part No GPL-3-01/ SINOR/ AKTION/ Avery Dension/3M/SN Industries/ Dark Eye.
S&F in repair ABS plastic speed bump/speed breakers 425X500X75mm made out of steady plastic, dovetail interlocking sub units, jointed and fixed to make the bump perfectly uniform, bump made out of pecoloured material (black/yellow) and UV stabizers to keep them perfectly colourful, studded with refectors on either sdie to make it clearly visible to motorists during night hours companycomplete all as specified and directed
M&L for cleaning old/new dirt, oil/ grease spots and foreign materials etc, from road surface and applying 2.5mm thick thermo plastic (retro reflective) road marking paint for marking white traffic lines, straight or curved, having clear and sharp edges over road surfaces by using thermo plastic paint applicator machine and necessary T&P, including cleaning of roads surfaces, heating the paints within temperature limits specified by the manufacturer, making proper arragement for traffic during operation etc. complete all as specified and directed. Make:- Asian/ Nerolac/ Berger Paints. Note:- Thermo plastic paint material shall consist homogeneously composed of pigment, resins and glass reflecting beads in required proportion as per MORTH specification and conforming to relavent IS. (b) The Contractor will made proper arrangement for traffic diversion and safety rules during laving of painting on Roads.
M/s M S Sharma and Co. (BID ID -3390524)
M/S A P CONSTRUCTION (BID ID -3383127)
stage.html
html • 0.05 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 • 0.04 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 .