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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.7 LAccepted-AOC HOUSE NO 1 11 33 1 NEW ALWAL BOLARUM SECUNDERABAD 500010 | HYDERABAD | TELANGANA | 500010 | L1 | Accepted-AOC L1 bidder | |
| 2 | L2₹34.2 L+₹6,370.05 (0.19%)Rejected-Finance | L2 | Rejected-Finance Other than L1 | |
| 3 | L3₹34.6 L+₹47,716.55 (1.40%)Rejected-Finance PLOT NO 124 MANI ENCLAVE JJ NAGAR YAPRAL SECUNDERABAD 500 087 | MEDCHAL MALKAJGIRI | TELANGANA | 500087 | L3 | Rejected-Finance Other than L1 | |
| 4 | L4₹35.1 L+₹90,762.85 (2.66%)Rejected-Finance | L4 | Rejected-Finance Other than L1 | |
| 5 | L5₹38.8 L+₹4.6 L (13.6%)Rejected-Finance | L5 | Rejected-Finance Other than L1 |
Tender Value
₹43.6 L
EMD Value
₹87,200
Closing Date
17 May 2024, 6:00 pmClosed
CWE (ARMY) SECUNDERABAD
Commander Works Engineers Mudfort, MES Office Complex Secunderabad-500 003
SPECIAL REPAIRS TO ROAD FURNITURE AND FOOTPATH FROM NAVY CIRCLE TO HQ 54 INF DIV AND SPECIAL REPAIRS TO ROADS AND FOOTPATH IN BOLARUM ALLENBY LINES UNDER AGE B/R (N) NO. I OF GE(N) SECUNDERABAD
2024_MES_650534_1
84586
Open Tender
Civil Works - Roads
Item Rate
90 days
SECUNDERABAD
As per NIT
7 documents required · 7 mandatory
₹500
GE(NORTH) SECUNDERABAD
₹87,200
16 Jul 2024
19 Apr 2024
24 May 2024
19 Apr 2024
17 May 2024
3 May 2024
Amount
Scarifying or picking gravelled, macadam or bituminous macadam including soling surfaces if required in area not exceeding 400 Sqam and depth exceeding 50mm and not exceeding 100mm deep and removing materials from site of work or stacking for reuse at site complete all as specified and directed.
Material & labour for Screening road metal, chippings etc on the site of work, when specially ordered including removing screened materials clear of screen and stacking in separate heaps for measuring (Materials from both side of screen measured for payment) complete all as specified and directed.
7.5cm thick (compacted thickness) WBM, with coarse aggregates of grading 2 (63 to40mm size) or of grading 3 (50 to 20mm size, spread, rolled and consolidated to gradient and camber required with granite, trap or basalt stone complete.
All as per item No 3 above but except materials ( Material retrived from from item No 1 to be reused after screening)
Repairs to pot holes of any depth and n exc 1 Sqm each incl sweeping free from dust and mud, water scoring sunken surfaces in roads, paths etc cutting around edges at least 25mm in depth, making good by applying tack coat @ 5 kg per 10 Sqm using paving bitumen (VG-30) putting in premixed bituminous macadam, well rammed and sealed with binder 9.8kg per 10 Sqm, blinded with 0.09 cum of stone chipping, 6.3mm size and again well rammed (inc supply of premixed macadam, binder and chipping). depth of potholes exc 30mm complete all as directed.
Preparing unsurfaced water bound mecadam 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 a tack coat of paving bitumen primer at 10 Kgs/10 sqm using paving bitumen (VG-30) all as specified and directed
Premix bituminous, paving bitumen any penetration laid/rolled macadam with binder content of 4% by weight of total mix using paving bitumen (VG-30)and compacted to required gradient and camber (consolidated thickness 75mm or less)
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 a tack coat of paving bitumen primer at 5 Kgs/10 sqm using paving bitumen (VG-30) all as specified and directed
Bituminous premixed semi dense asphaltic concrete, 30mm consolidated thicknes with Job mix formula using paving bitumen (VG-30) with 5.5% binder content(paving bitumen) by weight of total mix, mixed in hot mixed plant, rolled and compacted to required camber and gradient by using mechanical paver complete to be uniform surface all as specified and directed.
M & L for painting lines, dashes, arrows, letters etc on road surfaces / over speed breakers exc 10 cm wide, with thermoplastic road marking paint, spray machine, preparing black top surface including fanning out dust and any other foreign matter complete all as specified and directed.
S&F in repairs ABS round body fitted with 2 Nos of 110mm dia highly reflective reflector made out of PMMA and having a pipe, (duly powder coated). Sponser plate can be provided for sponsership. Two small rectangular reflector of size 70x23mm, 2 Nos each side are also provided for better reflecting including necessary excavation of size (300x300x450mm) and fixed with PCC (1:3:6) all as directed
S&F solar road pavement markers ( solar stud) fixed on bituminous/ concrete surfaces as per manufacturer instructions complete as directed. Make : 3M
S & F road cat eyes of approved make pasted with the adhesive as per manufacturer instructions. Make: 3M
Rubber based speed bumps of dimensions 500x420x75mm with reflective arrow stickers on both side with combination of approved colours ( black and yellow) fixed with necessary bolts etc., complete all as specified and as directed Make : 3M
Preparation of old surfaces and applying two coats of Synhteic enamel paint any description over 10cm girth or width not otherwise described, complete all as specified.
Demolition of cement concrete(unreinforced) including terrazo finish/tiles etc., in ground floors and paving n exc 15 cm thickness (below and above ground level) complete all as specified & directed.
Demolition of cement concrete(unreinforced) etc., in ground floors and paving n exc 15 cm thickness (below and above ground level) and removal of rubbish / demolished materials out of MD land complete all as specified & directed.
Dismanting stone slab and tiles of any description or thickness in floors, aprons etc laid dry, complete all as specified and directed.
Dismanting stone slab and tiles of any description or thickness and similar work laid, bedded and pointed in cement mortar, complete all as specified and directed.
Hard core of broken stone or boulders of gauge not exceeding 63mm deposited, spread and levelled in layers not exceeding 15cm thick, watered and rolling with power roller exc. 8 tonne & n.exc. 12 tonne to a true surface complete all as specified and directed.
Plain cement concrete (1:3:6) type C2 (using 40mm graded stone aggregate) as in sub base, sub floors, paths & paving, complete all as specified and directed.
Machine pressed precast concrete interlocking paver block any shape and size with grey cement and pigment conforming to IS 15658-2006 of 80 mm thickness, M-40 Grade,over and including50mm thick sand bed / cushioning, complete all as specified and directed Make : M/s Ultra TIles Pvt Ltd / M/s Topaz Tiles Pvt Ltd / M/s Mehtab Tiles / Navya Tiles. Jodhpur / Nitco / Sap Pavers, Jodhpur / Sagar TIles, Sharanpur / Bharat Tiles
M&L for Machine pressed precast concrete interlocking paver block with grey cement and pigment (glossy finish) and shape & Size conforming to IS 15658-2006 of 80mm thickness, M-35 grade etc complete all specified and directed Make : M/s Ultra TIles Pvt Ltd / M/s Topaz Tiles Pvt Ltd / M/s Mehtab Tiles / Navya Tiles. Jodhpur / Nitco / Sap Pavers, Jodhpur / Sagar TIles, Sharanpur / Bharat Tiles
Spreading and levelling of Sand cushioning below interlocking tiles complete all specified and directed
PCC 1:2:4 type B-1 (20 mm graded aggregate) as copings, kneelers, apex stones, bed plates, kerbs stone rounded, water troughs and like including weathering, slightly rounded or chamfered angles and throating, including necessary form work complete, all as specified and directed.
Excavation in post holes (or similar holes ) each nexc 0.5 cum getting out, returning, filling in and ramming earth in layers not exc 25cm, watering amd removing surplus soil to a distance of 50m and making good surface in loose/ dense soil, complete all as specified and directed.
Returning, filling in, in soils, including spreading, levelling, watering and well ramming in layers not exceeding 25cm., complete all as specified and directed.
Removing excavated material exc. 1.50 km but n exc. 5 km and depositing where directed at a level n. exc 1.5 m above the starting point all as specified and directed.
Preparation of new concrete surfaces and applying two coats of Synthetic enamel paint over a coat of priming paint plaster coat on kerb stones/plastered surfaces,any description over 10cm girth or width not otherwise described, complete all as specified.
M&L 75 mm thick plain cement concrete 1:4:8 mix type D2 (using 40mm graded stone aggregates) as in subbase to floor complete all specified and directed
S&F in repairs PVC (SWR) pipes 75mm bore single socketed, in any length with rubber ring joints, laid/ fixed to floors for sweep holes, complete all as specified and directed
S&F in repairs road deliniators as per IRC-79-1981 (Road way indicators) with ABS round body fitted with 2 Nos of 100mm dia,50 micron thick, highly reflective reflector made out of PMMA and mounted on MS pipe of 50mm dia dia,16G powder coated, necessary excavation of size (300x300x450mm) and poles grounted/fixed with PCC (1:3:6) all as directed. Make : 3M
S&F solar road pavement markers ( solar stud) fixed on bituminous/ concrete surfaces as per manufacturer instructions complete as directed. Make : 3M
Removal and Refixing in same position of road side sign board and Delineator on its existing position in PCC (1:2:4),complete all as specified and directed.
M/S B.SHRAVAN KUMAR
BNS INFRA AND DESIGN
KASHISH CONSTRUCTIONS
m. surender singh
K LAKSHMAN SINGH AND CO
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