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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC NA | NA | NA | 121004 | ₹1.2 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.3 Cr+₹1.1 L (0.87%)Rejected-Finance SHRI CHANDRAPAL SINGH VILLAGE BADRADURPUR POST KHEDA BUJURG DISTRICT ALIGARH | ALIGARH | UTTAR PRADESH | 202001 | ₹1.3 Cr+₹1.1 L (0.87%) | L2 | Rejected-Finance L2 |
| 3 | L3₹1.4 Cr+₹13.9 L (11.1%)Rejected-Finance GRAM GUTHNA BUZURG POST KAMHARA JANPAD LAKHIMPUR | LAKHIMPUR | UTTAR PRADESH | ₹1.4 Cr+₹13.9 L (11.1%) | L3 | Rejected-Finance L3 |
| 4 | L4₹1.5 Cr+₹22.9 L (18.3%)Rejected-Finance H N 9 12 CHIRANJEEV VIHAR GHAZIABAD | GHAZIABAD | GHAZIABAD | UTTAR PRADESH | ₹1.5 Cr+₹22.9 L (18.3%) | L4 | Rejected-Finance L4 |
| 5 | L5₹1.5 Cr+₹26.4 L (21.1%)Rejected-Finance 14 15 VINAY NAGAR VIJITEM PUBLIC SCHOOL QUARSI RAMGHAT ROAD ALIGARH | ALIGARH | ALIGARH | UTTAR PRADESH | ₹1.5 Cr+₹26.4 L (21.1%) | L5 | Rejected-Finance L5 |
Tender Value
₹1.7 Cr
EMD Value
₹3.4 L
Closing Date
18 Sept 2023, 12:00 pmClosed
Superintendent Engineer
Office of superintendent engineer IWC Moradabad
LOT NO. 01 RAMPUR KE ANTARGAT JANPAD RAMPUR KI TEHSIL BILASPUR MAI DAYA BHAKRA NEHAR KE KM 3.300 (VILL. FAZALPUR) SE KM 6.500 (VILL AFSARNAGAR DOHRIYA) TAK NEHAR KE DAYE KINARE PAR SADAK NIRMAN AIVAM KM 4.750 PAR GAU GHAT VA KM 5.500 PAR VRB KE KAR
2023_UPIDC_835318_3
07/SE/2023-34
Open Tender
Civil Works
Item Rate
180 days
Rampur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,354
₹3.4 L
26 Oct 2023
12 Sept 2023
18 Sept 2023
12 Sept 2023
18 Sept 2023
12 Sept 2023
Amount
Laying and Jointing PVC Pipe. Heading
Providing, laying, spreading and compacting stone aggregates of 45-90mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density.(tacking output 1.50 cum, 10.00 Sqm.)(WBM-G-1)
Providing, laying, spreading and compacting stone aggregates of 45-63 mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density.(tacking output 0.75 cum, 10.00 Sqm.)(WBM-G-2)
Providing, laying, spreading and compacting stone aggregates of 22.40-53 mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density.(tacking output 0.75 cum, 10.00 Sqm.)(WBM-G-3)
Providing and applying primer coat with SS1 Grade Bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at rate of 0.70 Kg/Sqm using mechanical means (Taking output -7000.00 Sqm.
Providing and applying tack coat with VG-10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer/Bituminous surface as per Technical Specification Clause 503.
2.00cm premix carpet surfacing with 1.80 cum and 0.90 cum of stone chipping of 13.20mm size and 11.20 mm size respectively per 100 Sqm and 52 kg and 56 kg of hot bitumen per cum of stone chipping of 13.20mm and 11.2 mm size respectively , including a tack coat hot straight bitumen on bitumenus surface including consolidation with road roller of 6 to 9 tonne capacity etc.complete
Providing and laying seal coat premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 Per cum of fine aggregate and 0.60 cum of fine aggregate per 100 Sqm. of road surface including rolling and finishing with road roller all complete.
Preparation and consolidation of subgrade on embankment with power road roller of 8-12 tonne capacity after excavating earth to an average of 22.50cm depth ,dressing to camber and consolidating with road roller including making good the undulations etc. to facilitate the first layer and re-rolling the sub grade under optimum moisture conditions to achieve at least 95% of maximum dry density and disposal of surplus earth with lead upto 50.00 metres.
Brick edging on both side of road of first class (M-150) Bricks on edge laid with mud mortar including labour and supply of bricks finished to the rquired template and in proper alignment and also including dressing and ramming the excavated earth as directed by Engineer-in -charge, all ,T & P etc. complete as directed by E-IN-Charge
OVER HEAD CANTILEVERISWAGAT DWAR:-Cantilever structure providing fixing and Hosting complete in position of welded built up structure MS pipe medium for double comprising of two vertical posts 6 W from top of the RCC foundation made of 300 mm dia MS pipe (sied pole) 8mm MS Plate at top & 10mm at 32mm MS pipe bracing except at juntions and corners with one coat of steel primer and two coat of synthetic enamal paints including excavation lead approved 20mm stone grit and R.C.C 1:2:4 ( Single Pole size 8 Mtr. Span
RETRO REFLECTIVE SIGN BOARD :- Retro reflective Sing Board fully Retro reflective sign Boards made out of 2mm thick ACP sheet corrosion resistant sheet face to be fully covered with high intensity Retro Reflective diamond Grade (3m) type 9 encapsulated lens type weather resistant & show colour fastness in green colour the retro reflective sheet shall be processed on base aluminium by pressure sensetive adhesive of the aggressive track type requiring no heat as per manufacture Specification machine signs letter and symbols shall be cut by commputerised cutting machine and fabricated out of Retro reflective sheeting diamond grade 3M Board are to be side of the Board shall be Painted with stove enamal Paint Size 1.22 Mtr x 8 Mtr.
Dismantling brick or stone masnory in lime or cement including stacking within 60m.
Dismantling R. C.C.work including stacking materials within 60m.
Dismantling C.C.work including stacking materials within 60m.
Collection, cleaning, and stacking of old bricks
Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of private land and earth work in embankment to be in 20 cm. layers, including ramming and dressing the surface to the required levels and slopes and also including 1.50 m lift and 600m lead. The earth from cutting to be used in making embankment or to be deposited as spoil bank withen 30 m distance as directed by Engineer in charge & also including all cost of borrwed earth from pvt. land, material, labour & T&P etc. complete. (Diversion)
Earth work in embankment (land wing wall filling , wing wall filling and embankment strengthing ) in ordinary soil, earth work in embankment to be in 20 cm. layers, including ramming and dressing the surface to the required levels and slopes and also including 1.50 m lift and 600 m. lead. The earth from cutting to be used in making embankment or to be deposited as spoil bank withen 30 m distance as directed by Engineer in charge & also including all cost of borrwed earth from pvt. land, material, labour & T&P etc. complete.
Dry brick on edge soiling including all cost of labour, material and T&P etc. complete.
Earth work in excavation of foundation including all lead, lift and manual compaction.
Laying a layer sand in foundation including cost of all material, labour etc. complete .
C.C. 1:3:6 in foundation with crushed aggregate & coarse sand with all cost of material, T&P and labour complete.
1st class Brick work in 1:4 cement and coarse sand mortar including cost of material, T&P and labour complete etc.
Centering and shuttering for R.C.C. work including placing in position.
S/Fixing reinforcement for R.C.C. including bending, binding and placing in position with all cost of material, T&P and labour complete.
R.C.C. 1:1:2 M25 in slab with crushed stone ballast and coarse sand including cost of material, T&P and labour complete.
C.C. 1:2:4 in slab wearing coatwith all cost of material, T&P and labour complete.
P.C.C1:6:12 Cement , sand and coarse aggregate filling in abutments along to road
Stuck pointing with cement morter consisting of 1 part cement and 2 part of fine sand including supply of all materials ,labour and completion of work.
S/Fixing 25 mm thick thermocol sheet in joints.
Supplying & fixing of P.V.C. Pipe 75 mm dia and 0.50 mtr. longwith all cost of material, T&P and labour complete.
Finishing wall with one coat of water proof cement paint weather coat of approved quality on previously new surface with this paint to give an even shade including supply of all materials labour tools & plant etc. required for proper completion of the work.
Two coat painting over abuetment cap with bitumen @0.85kg per Sqm. In each coat including supply of all materials,labour and T & P etc. required proper completion of work
Supply and laying two layer of tarfelt over abuetment cap as per direction of the Engineer in charge including necessary overlap including supply of all materials,labour and T & P etc. required proper completion of work.
Retro Reflective sign board are made of 2mm.thick ACP Seet to be full covered with engineers, grade Retro reflective as per colour required by i/q. the Retro reflective - sheet shall be proceed on Aluminum teased as per recommendation, text and sign.Text and sign symbols with be computerized and fabricated on N.T. grade. The sheet with lives,of extra frame of angie iron 32x323mm duly painted One or two posts of M.S .heavy duty channel of 75x35x35 3000mm long and painted with super. Synthetic enamel paint. Retro Reflective sign board double side size 4'x3'
Bricks on edge in 1:4 cement mortar including all cost of material t&p etc complete.
CHANDRA PAL SINGH
SINGH CONTRACTOR
AJAY SHARMA
GOMATINETRA CONSTRUCTIONS
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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