Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.9 LAccepted-AOC VILL SAINIPURA MEHMOODPUR GOHANA SONIPAT HARYANA 131301 | SONIPAT | HARYANA | 131301 | L1 | Accepted-AOC Lowest rate quoted | |
| 2 | L2₹30.1 L+₹3.2 L (11.9%)Rejected-Finance 6 4 70 ADARSHNAGAR NEAR SHIVARAMPALLY RAILWAY STATION RAJENDRANAGAR RANGAREDDY 500077 | RANGA REDDY | TELANGANA | 500077 | L2 | Rejected-Finance 2nd Lowest rate quoted | |
| 3 | L3₹30.2 L+₹3.3 L (12.5%)Rejected-Finance PARDHI NAGAR HINGNA ROAD NAGPUR 440016 | NAGPUR | NAGPUR | MAHARASHTRA | 440016 | L3 | Rejected-Finance 3rd Lowest rate quoted | |
| 4 | Rejected-Technical | - | Rejected-Technical The firm has not submitted required documents as per NIT | |
| 5 | Rejected-Technical 6 4 70 ADARSH NAGAR SAI BABA NAGAR ARAMGHAR RAJENDRANAGAR RANGA REDDY TELENGANA PIN 500052 | RANGA REDDY | TELANGANA | 500052 | - | Rejected-Technical The firm has not submitted required documents as per NIT |
Tender Value
₹36.6 L
EMD Value
₹73,200
Closing Date
26 Oct 2024, 10:00 amClosed
COMMANDANT ENGINEER CONTRACT CELL SZ HQR
CONTRACT CELL SOUTH ZONE HQR CRPF HYDERABAD TELANGANA PIN 500005
INSTALLATION OF NEW SEWER PIPE LINE BETWEEN SOS MESS TO STP AT GC CRPF NAGPUR MAHARASHTRA
2024_CRPF_831566_1
B.V-4/2024-25-SZ-Works (GC NGR) Major Work T/013
Open Tender
Civil Works
Item Rate
90 days
GC CRPF NAGPUR MAHARASHTRA 440019
AS PER NIT
3 documents required · 3 mandatory
₹0
₹73,200
12 Jan 2025
19 Oct 2024
28 Oct 2024
19 Oct 2024
26 Oct 2024
19 Oct 2024
Dismantling asbestos cement pressure pipes including excavation and refilling trenches after taking out the pipes manually/ by mechanical means and stacking the pipes within 50 metres lead as per direction of Engineer-in-charge : Above 150 mm diameter
Dismantling of manhole including R.C.C. top slab, C.I. cover with frame, including stacking of useful materials near the site and disposal of unserviceable materials within 50 m lead as per direction of Engineer-in-charge: Rectangular manhole 120x90 cm and 90 cm deep
Dismantling of manhole including R.C.C. top slab, C.I. cover with frame, including stacking of useful materials near the site and disposal of unserviceable materials within 50 m lead as per direction of Engineer-in-charge: Circular manhole 122 cm diameter and 1.68 m deep
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means 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 and disposal of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil.
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 300 mm dia. R.C.C. pipe
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 1.68 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : With 20 mm diameter round bar
Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : For pipes 250 to 300 mm diameter
12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form work for : Columns, piers, abutments, pillars, posts and struts
Komere Manoj Kumar (BID ID -3110432)
M/S VAISHNAVI CONSTRUCTION (BID ID -3110132)
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 • 0.03 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 .