Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date31 Jan 2024
Closing DateCancelled
Tender Amount₹ 80,90,000
Costs
EMD
₹ 6,05,000Document Cost
₹ 2,714Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEGKP_886281_2Bid Award Id
ViewTender No
378/135C-Gorakhpur Circle/2023 Dated 18-01-2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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BOQ Items
Providing and laying local sand filling in raft foundation below P.C.C. 1:3:6 including cost of all labour material T&P and all etc complete as per direction of E/I
28
23800
850
Providing and laying reinforcment concrete M-25 for raft foundation complete as per drawing and technical specification. As per MORD Technical Specification Clause 11.40 800 & 1200 V
50
507500
10150
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 As per MORD Technical Specification Clause 12.50 800
139
1508150
10850
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 As per MORD Technical Specification Clause 13.1 800
57
661200
11600
Supply and fiting placing HYSD bar reinforcement in Super Structure complete as per drawing and technical specification clause 13.1 case II 1000
29
1885000
65000
Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 12.1 600 (for Parapet)
4.81
37037
7700
Pointing with cement mortar (1:3) on Brick work as per technical specification As per MORD Technical specification 13.18 600
38
3572
94
Providing and laying cement concrete wearing course M-30 grade including reinforcement complete as per drawing and Technical Clause 13.5, 800
7.51
158461
21100
Providing weep holes in brick masonary/plain/reinforcment concrete abutment, wing wall/return wall with 110 mm dia PVC pipe etc. As per MORD Specification 13.9, 600
34
6630
195
Back filling behind Abutment wing wall complete as per drawing and technical specification 12.1, 1200
50
295000
5900
Earthwork in Excavation for Structure as per drawing and technical specifications Clause 305.1 including setting out construction of shoring and bracing removle of stumps and other deleterious materials and disposal uptoa lead of 50 m onstruction of Embankment with as per Technical Specification Clause 11.1 300
200
24000
120
Providing and Laying of stone boulders in Apron/Toe wall and packed) and Top finished to grade required including cost of all material labour and T&P atc. Required for proper completion oif the work. 14.1 1300
200
830000
4150
Earth work in cutting or in embankment in ordinary soil excavation to be the from of regular pits not exceeding ½meter (20'' ) in depth and earth work in embankment to be in 20cm (80'' ) layers,including ramming and dressing the surface to required levels and slopes and including 1.5m (5'' ) lift and 30m (100'' ) lead. The earth form cutting to be used in making embankment or to be deposited as spoil banks within 30m (100'' ) distance as directed by the E/I. (GST shall be paid extra as per Applicable)
500
50000
100
(A) By Mix in Place Method
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MORD Technical Speicification Clause 401 (GST shall be paid extra as per Applicable)
66
257400
3900
Providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber applying and brooming stone screening /binding materials to fill-up the interstices of coarse aggregate watering and compacting to the required dencity grading -2 as per MORD technical specification clause 405 (GST shall be paid extra as per Applicable)
37
170200
4600
Providing and laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber applying and brooming stone screening to fill-up the interstices of coarse aggregate watering and compacting to the required dencity as per MORD technical specification clause 405 G-3 (GST shall be paid extra as per Applicable)
37
173900
4700
Brick edging on both side of road with first class brick 7 cm. (3'') wide 12cm. (4.50'') deep laid with mud mortar including all materials, labour,T&P etc.complete. complete as per PWD detailed specification No.-20.15 as per SOR No-765 (GST shall be paid extra as per Applicable)
0.1
6450
64500
Providing and applying Primer coat with bitumen emulsion on prepared (SS-1) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 kg / sqm using mechanical means. As per MORD technical specification clause 502 (GST shall be paid extra as per Applicable)
500
17500
35
Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.35 to 0.45 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. (GST shall be paid extra as per Applicable)
500
7000
14
Providing laying and rolling of open-graded premix carpet of 20 mm thickness, composed of 13.2 mm to 5.6 mm aggregates and using Bitumen VG-10, to required line, grade and leval to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller, finished to required level and grades to be followed by seal coat as per Technical Specification Clause 508. (GST shall be paid extra as per Applicable)
500
99000
198
Providing and laying seal coat type C, composed of as chipping of 6.7mm size passing 100% passing 9.5 mm sieve and retained on 2.36 mm sieve and VG-10 Bitumen, to seal the voids in a bitumenous surface, including its mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller, finished to required level, grades and cross fall, as per Technical Specification Clause 508.(GST shall be paid extra as per Applicable)
500
35000
70
Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 0.5m in depth and earthwork in embankment to be in 20cm. layers, including ramming and dessing the surface to required levels & slopes & also including 1.5m. lift & 30m. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. Distance as directed by the engineer-in-charge.As per SI No 253 (GST shall be paid extra as per Applicable)
25
2500
100
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